City Council and Authorities Concurrent
July 15, 2025

The capacity deficiencies were relieved by a) increasing the capacity of deficient segments by upsizing sewers, adding additional parallel pipes, and/or re-slopping segments b) decreasing the flow through deficient pipe segments by diverting flow towards pipe segments with more capacity, or c) a combination of both a and b. All new pipes were sized according to the City’s Design Criteria (refer to Table 4-4), except when the City decided not to do so, which is stated in the project descriptions included in Section 4.5.

Each project solution was tested in the hydraulic model to confirm that it would provide system capacity relief and to determine the pipe size required for any new sewers. Finally, the proposed pipe alignment was reviewed using GIS maps and aerial imagery to identify potential constructability issues. Complicating factors such as highway crossings, railroad crossings, creek proximity and crossings, and projects on sewers with many laterals (thereby impacting flow control during construction) were noted. Although this constructability review was done at a high level for planning rather than a detailed design level, the issues identified provide a reasonable starting point for further project development during the pre-design phase.

The goal of the constructability review was to flag key areas where trenchless construction may be required.

Pipe-bursting may be feasible but was not evaluated during this Master Plan Update; detailed utility separation and geotechnical investigations would be required to fully evaluate feasibility.

5.2 Project Prioritization Methodology
Each project was prioritized from “1” (highest priority) to “7” (lowest priority) based on a combination of factors including the wastewater flow trigger (existing load or EL vs. near-term future load or NTFL vs. longterm future load or LTFL), design flow trigger (dry weather flow or DWF vs. wet weather flow or WWF), physical network trigger (future lined network or LMN vs. no future lining network or UMN), and assumed City of Santa Clara (Project 0012307.00) 5-2 Woodard & Curran, Inc.

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structural condition trigger (RCP segments present vs. not present). Projects that address existing deficiencies with future lining assumptions not in place should have the highest priority because they pose the greatest risk of a sanitary sewer overflow (SSO). Table 5-1 shows the ranking classifications used to assign priorities to each of the projects.

TABLE 5-1: PROJECT PRIORITIZATION RANKING1
Priority
Ranking
Wastewater Flow
Trigger(s)
Design Flow
Trigger(s)
Physical
Network
Trigger
Structural
Condition
Trigger
Notes
1 EL WWF UMN -
2 EL WWF LMN -
3 LTFL WWF UMN RCP trunk
Not Priority 1 or 2 but
alignment includes RCP trunk
identified for future lining.
4 LTFL WWF LMN RCP trunk
Not Priority 1 or 2 but
alignment includes RCP trunk
identified for future lining.
5 LTFL DWF UMN -
6 LTFL WWF UMN -
7 LTFL (entitlement) DWF or WWF UMN -
1Note: Triggers include: EL = Existing Loads; NTFL = Near-Term Future Loads; LTFL = Long-Term Future Loads; DWF = Dry Weather Flows; WWF = Wet Weather Flows; UMN = Unlined Model Network; LMN = Lined Model Network.

5.3 Project Level of Confidence
The capacity improvement projects developed to resolve the hydraulic deficiencies are primarily based on forecasted flows predicted from the calibrated model. As discussed in Section 4.1, the hydraulic model utilizes a design rainfall event along with other modeling assumptions to identify hydraulic deficiencies and resulting capacity improvement projects. Because these assumptions impact the recommended capacity improvement projects, it becomes necessary to independently validate the need for these projects by reviewing local flow monitoring data, review of reported surcharging and operational issues, and compatibility between flow meter data and the model. The project validation process, often referred to as a ‘level of confidence’ evaluation, was conducted for each recommended project with the results discussed by project in Section 5.7. The confirmation levels used in the validation process are shown in Table 5-2.

TABLE 5-2: PROJECT FLOW CONFIRMATION LEVELS
Flow
Confirmation
Level
Description
1 Flow meter on or very near to the project reach surcharged during metered storm. 2 Flow meter on or very near to the project reach confirms flow, but did not surcharge during metered storm.
3 Flow meter near the project reach (upstream or downstream) confirms flow. 4 No flow meter near the project reach to confirm flow. 5 Conflicting flow between meter and model.

For projects with a Level 1 rating, the need for the project has effectively already been confirmed by previous flow monitoring data. Level 2 projects were confirmed to have reasonably accurate model flows based on City of Santa Clara (Project 0012307.00) 5-3 Woodard & Curran, Inc.

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model comparison to flow meter data but have no confirmed surcharging during the monitoring period (calibration events may have been too small to cause surcharging at these locations). Level 3 projects were confirmed to have reasonably accurate model flows based on model comparison to flow meter data. Level 4 and 5 projects have no reliable confirmation of model flows; conducting flow monitoring on these project reaches prior to design would provide a greater level of confidence in modeled flows.

It should be noted that projects triggered by projected flows from historic entitlement agreements or specific future development flow estimates were not assigned a confidence level as it relates to monitored flows.

5.4 Project Cost Estimates
Planning level cost estimates were developed for each recommended project. This level of cost estimate corresponds to the Planning-Level “Class-5” cost as defined by the American Association of Cost Engineers, International (AACE 2005). The AACE provides guidelines on accuracy ranges defined as percentages +/- of the expected average bid cost of the work. The Planning Level cost is expected to range from a high of:
+30% to+100% and from a low of: -20% to -50% of the eventual cost of the project.

The cost index used for escalation of past bid prices was the Engineering News Records Construction Cost Index (ENR 2024) for the San Francisco area as of August 2024 (CCI of 15367.24).

Cost criteria include baseline construction costs for gravity trunk sewers using open-cut construction1. Unit costs for gravity trunk sewers vary with pipe diameter and depth. Baseline costs include all standard materials, equipment, possible weir installation or adjustment, potential lateral reconnection, potential manhole modifications, and labor to construct a pipeline project, except for site-specific items (e.g., possible dewatering and shoring needs or bypass pumping). The unit cost for open-cut construction ranged from $654 per linear-foot (LF) for a shallow (pipe depth less than 16 feet), 8-inch sewer to $1,579 per LF for a deep (from 25 to 30 ft of depth), 60-inch sewer.

An allowance of 10% of baseline construction costs was provided for traffic control, or 20% for high traffic areas. Additional allowances were provided for dewatering, bypass pumping, remove and replace activities, and pavement restoration. Subtotal construction costs reflect these allowances plus the baseline construction cost. The estimated construction subtotal cost for each project also includes an allowance for mobilization/demobilization (5% of subtotal construction costs), plus an additional allowance for contingencies and unknown conditions (30% of construction cost subtotal, and an allowance for engineering and inspection costs (25% of construction cost). Costs for lining City-identified RCP trunks are not included in the Sewer Capacity CIP as these are condition-related maintenance costs.

The itemized cost estimate for each project is detailed in the individual project information sheets included in Appendix G. Note that all costs presented in this Master Plan Update report represent August 2024 costs for the San Francisco Area and are not escalated for future years.

5.5 Other Costs
The project cost estimates developed would reflect costs derived directly from construction of the projects only. However, there would be other additional costs associated with improvement of flow conveyance in the City’s sanitary sewer system. For this Master Plan Update, these costs were categorized as three-fold:
1 Pipe-bursting may be feasible but was not evaluated during this Master Plan Update. Detailed utility separation and geotechnical investigations would be required to fully evaluate feasibility.

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1) Hydraulic Model Maintenance & Support Costs, which include continuous updates to the hydraulic model to reflect improvements to the system, updates to base flow scenarios based on specific development project status or General Plan updates, and maintenance of consistent documentation in model files;
2) Future Master Plan Update Costs, which include updates to the master plan to incorporate updates to the hydraulic model, compare model results to flow monitoring data, update model calibration, perform system capacity evaluations, develop capacity improvement projects to resolve deficiencies, and produce accompanying memoranda and reports; and 3) Technical Analyses to Support System Verification and Hydraulic Model Accuracy, which includes performing I/I studies, conducting flow monitoring to verify system hydraulic conditions (in addition to flow monitoring mentioned above), analyzing water usage and sewer generation rates, performing pump station evaluations, evaluating proposed improvements for system performance, and conducting other studies and analyses.

Table 5-3 shows the additional anticipated other costs by category, which were provided by the City. Note that these costs reflect 2024 US Dollars and should be escalated for future years.

TABLE 5-3: OTHER COSTS IN ADDITION TO SEWER CAPACITY CIP PROJECT COSTS Category Frequency Cost1
Hydraulic Model Maintenance & Support Annual $75,000
Future Master Plan Updates Every 7 years (next funding need in 2029) $950,000 Technical Analyses to Support System
Verification and Hydraulic Model Accuracy Annual $25,000 1Cost is estimated in 2024 Dollars. Use an escalation factor of 3% to 5% per year for subsequent years.

5.6 Project Costs Financed by Developers
As discussed in Section 4.5, two capacity improvement projects were developed to address the modelpredicted deficiencies resulting from the PHD and Mission Point developments. These improvement projects will be paid for by the developers and not by the City. For this reason, they are not included in the Sewer Capacity CIP project list and are not addressed further in this section. Any changes to their respective design and/or elimination may impact the sizing and timing of the capacity improvement projects identified in this study, specifically those proposed downstream along the GAP and Lafayette trunks.

5.7 Summary of Recommended Capacity Improvement Projects Based on results of the capacity evaluation discussed in Section 4, there are thirteen (13) recommended capacity improvement projects with a total length of approximately 38,100 LF of new pipelines. The total estimated cost of the capacity improvement projects is approximately $100.6 million.

Table 5-4 shows a summary of the capacity improvement projects, including their priority, flow confidence level, wastewater flow trigger, design flow trigger, physical network trigger, and the estimated planninglevel cost. Refer to Figure 4-7 provides a system overview map and shows the locations of all thirteen (13) projects. Appendix G includes a plan view figure for and a detailed description of each project as well as an associated cost estimate. The projects are listed in upstream-to-downstream order. The project descriptions on the cost estimate page follow a standard format, consisting of a summary project description, project triggers, estimated cost, priority, and any associated comments, assumptions, or project alternatives. Each cost estimate page also includes an itemized cost estimate, as well as the estimated existing and future flows and dry weather velocities. Note the comments listed on each project description City of Santa Clara (Project 0012307.00) 5-5 Woodard & Curran, Inc.

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page. In some cases, the need for additional verification is noted. A brief discussion for each project focusing on the rationale and validation justifying the project need is included in the Sections 5.7.1-5.7.13.

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TABLE 5-4: CAPACITY IMPROVEMENT PROJECTS
1Projects are numbered from upstream to downstream. Table does not include Project Nos. 10 (Patrick Henry Drive) and 11 (Mission Point) because project costs will be paid for by the developers. 2Pre-project pipe diameters include future lining assumptions. 3Projects are prioritized based on wastewater flow, design flow, and physical network triggers as well as assumed structural condition. 4Rating assigned to validate the need for the project through review of flow monitoring data and reported surcharging and operational issues, and compatibility between flow meter data and the model. Descriptions of the flow confidence levels are as follows: N/A = Not assigned because project would be triggered by entitlement flow or specific development; 1 = Flow meter on or very near to the project reach surcharged during metered storm; 2 = Flow meter on or very near to the project reach confirms flow, but did not surcharge during metered storm; 3 = Flow meter near the project reach (upstream or downstream) confirms flow; 4 = No flow meter near the project reach to confirm flow; 5 = Conflicting flow between meter and model. 5EL = Existing Loads; LTFL = Long-Term Future Loads; DWF = Dry Weather Flow; WWF = Wet Weather Flow; UMN = Unlined Model Network; LMN = Lined Model Network. 6Costs are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area and are Class 5 estimates (planning level).

Project No.1 Project ID Project Location Pre-Project Pipe Diameter(s)2
Project Description Priority3
Flow Confidence
Level4
Wastewater Flow
Trigger5
Design Flow
Trigger5
Physical Network
Trigger
5 Project Cost
6 1 Agilent Tracy Dr, Pomeroy Ave, Homestead
Rd (S Trunk), Kiely Blvd 10 to 22.8-inch 12,313 LF of 15 to 27-inch diameter pipe 7 N/A LTFL (entitlement) DWF UMN $26,942,000 2 Homestead Road N Homestead Trunk from Swallow
Wy to Saratoga Creek 18 to 30-inch 6,407 LF of 24 to 33-inch diameter pipe 3 3 LTFL WWF UMN $17,156,000 3 Kiely Boulevard Orthello Wy to S of El Sobrante St 8-inch 266 LF of 10-inch diameter pipe 6 4 LTFL WWF UMN $513,000
4 Victoria Avenue Fowler Ave & Pomeroy Ave to
Nobili Ave & Victoria Ave 8-inch 764 LF of 10-inch diameter pipe 6 3 LTFL WWF UMN $1,337,000 5 Cabrillo Avenue Halford Ave & Buckley St; St.

Lawrence Dr, W of Lawrence Expwy 8-inch
Flow Diversion Weirs
only. No pipe
replacement.
1 3 EL WWF UMN $154,000
6 CMC Basin Santa Maria Ave & Francis Ave;
Amethyst Dr 8 to 12-inch 3655 LF of 12 to 15-inch diameter pipe 1 1 & 2 EL WWF UMN $7,263,000 7 Bowers Avenue Bowers Ave from Chromite Dr to
Walsh Ave 25.7-inch 2605 LF of 30-inch diameter pipe 4 5 LTFL WWF LMN $8,047,000 8 Calabazas Trunk Calabazas Creek from S of Agate Dr
to Central Expwy 22.8 to 27-inch 2791 LF of 18 to 27-inch diameter pipe 2 5 EL WWF LMN $8,731,000 9 Freedom Circle Mission College Blvd from Freedom
Cir to west of Great America Pkwy 12 to 15-inch 1886 LF of 15-inch diameter pipe 5 N/A LTFL (specific development) DWF UMN $3,830,000 12 GAP West Trunk S of West Tasman Dr to Lafayette St 28.5 to 35.7-inch 4810 LF of 36 to 42- inch diameter pipe 3 2 LTFL WWF UMN $17,781,000
13 GAP East Trunk Old Glory Ln to S of Bunker Hill Ln;
Stars and Stripes Dr 31.4-inch 231 LF of 39-inch diameter pipe 4 2 LTFL WWF LMN $1,002,000 14 Bunker Hill Lane East E of Great America Pkwy 6-inch 107 LF of 8-inch diameter pipe 7 N/A LTFL (entitlement) WWF UMN $301,000 15 Lafayette Street N of Calle del Mundo to S of Great
America Wy 34.2 to 40.3-inch 2290 LF of 42 to 48-inch diameter pipe 3 2 LTFL WWF UMN $7,515,000 TOTAL

ESTIMATED
COST
$100,572,000
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5.7.1 Agilent
This project was assigned priority 7 (least priority) as it was created to accommodate mainly the historic entitlement flow from Agilent Technologies (average dry weather flow of 0.95 million gallons per day or mgd).

Because the project is driven by the projected flows from the Agilent historic entitlement agreement, it was not assigned a confidence level as it relates to monitored flows. This project should not be implemented until the City has more certainty on the parcel’s plan to discharge its entitled flow.

It should also be noted that a trenchless crossing would be required to cross under Lawrence Expressway (from manhole S11-77 to S11-80) so the cost estimate assumes that the PTGAB construction method would be used for these segments.

5.7.2 Homestead Road
This project was assigned priority 3 as it is triggered under the long-term future peak wet weather flows in the unlined model network. The deficiency in the north Homestead trunk is just upstream of FMs 19 and

20. Neither flow meter surcharged during monitored wet weather flow events. As a result, the project has a confidence Level 3 because the downstream flow meters confirmed the flow but did not surcharge during the monitored events. This project is also highly dependent on the projected future incoming peak wet weather flows (13.8 mgd) from CuSD, which were based on the current contractual agreement. Any change to the contractual agreement affecting the maximum flow would affect the resulting deficiency and project.

It should also be noted that a trenchless crossing would be required to cross under Lawrence Expressway (from manhole S20-10 to S21-43) so the cost estimate assumes that the PTGAB construction method would be used for this segment. Special considerations should be given to the construction set up upstream of this crossing as manhole S20-10 houses the Lawrence/Homestead gate structure.

5.7.3 Kiely Boulevard
This project was assigned priority 6 as it is triggered under the long-term future peak wet weather flows in the unlined model network. Although its wastewater flow, design flow, and physical network triggers are the same as those assigned to the Homestead Road project, it is much lower priority because it is not located on an alignment that includes RCP trunks identified for future lining by the City.

The Kiely Boulevard trunk flowed into FM 13, which was located on the Bowers Avenue trunk a considerable distance downstream of the deficient segment. As a result, this project has a confidence Level 4 and conducting flow monitoring on the project reach prior to design would provide a greater level of confidence.

5.7.4 Victoria Avenue
This project was assigned priority 6 as it is triggered under the long-term future peak wet weather flows in the unlined model network. Although its wastewater flow, design flow, and physical network triggers are the same as those assigned to the Homestead Road project, it is much lower priority because it is not located on an alignment that includes RCP trunks identified for future lining by the City.

The Victoria Avenue trunk flowed into FM 26 which did not surcharge during the monitored rainfall events.

FM 26 was downstream of the project (i.e., not on the Victoria Avenue trunk itself). The project therefore has confidence Level 3 as the model was confirmed to have reasonably accurate model flows based on model comparison to flow meter data, but there was no confirmed surcharging during the wet weather calibration events.

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5.7.5 Cabrillo Avenue
This project was assigned priority 1 as it is triggered under the existing peak wet weather flows in the unlined model network. As discussed in Section 4.5.5, this project consists of the installation of two weirs to divert flow to segments with more capacity, which are reflected in the costs for the Cabrillo Avenue project.

The Cabrillo Avenue trunk flowed into FM 26 which did not surcharge during the monitored rainfall events.

FM 26 was downstream of the project (i.e., not on the Cabrillo trunk itself). The project therefore has confidence Level 3 as the model was confirmed to have reasonably accurate model flows based on model comparison to flow meter data, but there was no confirmed surcharging during the wet weather calibration events.

5.7.6 CMC Basin
The segments in Santa Maria Ave and Amethyst Drive become deficient under existing loads and wet weather flow due to high rainfall-derived infiltration and inflow (RDI/I) that occur in the CMC basin. As a result, they have a priority ranking of 1.

The Amethyst Drive trunk flowed into FM 28 which surcharged during the monitored rainfall event on January 1st, 5th, and 9th, 2023. As a result, the project was assigned a high level of confidence (i.e., Level 1) because the need has been confirmed by previous flow monitoring data.

The Santa Maria Ave project flowed into FM 10. FM 10 showed a high RDI/I response during the monitored rainfall events but did not surcharge. This project was assigned a Level 2 confidence rating as the model was confirmed to have reasonably accurate model flows based on model comparison to flow meter data, but there was no confirmed surcharging during the wet weather calibration events.

The recommended capacity improvement upsizing project was developed to accommodate the flow during wet weather; however, the City also has the option to reduce the RDI/I in the basin. The cost of reducing the RDI/I would include smoke testing to identify specific sources of infiltration and additional flow monitoring in the basin. An annual allowance for these other non-construction costs is shown in Section

5.5. 5.7.7 Bowers Avenue
This project was assigned priority 4 as it is triggered under long-term future peak wet weather flows in the lined model network and is located on an alignment that includes RCP trunks identified for future lining by the City.

The Bowers Avenue deficiency was just downstream of flow meter 13 which did not surcharge during the monitored wet weather events. However, as described in Section 3.4.3.1, the 2022-2023 flow monitoring data at FM 13 showed that observed flows in the Bowers trunk at this location were significantly lower than the model-predicted flows based on the assumed system flow routing under normal conditions. Further investigation by Woodard & Curran and additional field surveys conducted by the City revealed that the system was not operating under normal conditions during the 2022-2023 flow monitoring program; the Lawrence/Homestead gate structure was routing significantly more flow to the trunk on Lawrence Expressway (80%) and only 20% to the trunk on Homestead Road, compared to the approximate 50/50 split that is observed during normal conditions. Additionally, City staff observed surcharge conditions farther downstream during dry weather, suggesting that some of the increased flows to the trunk on Lawrence Expressway were backing up through the El Sobrante overflow pipe towards FM 13 and away from FM 9A.

Because of these atypical and temporary issues, a flow balance between FMs 13 and 9A was impossible to City of Santa Clara (Project 0012307.00) 5-9 Woodard & Curran, Inc.

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achieve. Model-predicted flows assuming normal system flow routing were compared to the 2014-2015 flow monitoring data and matched more closely, but due to the inconsistencies discussed above with the 2022-2023 flow monitoring data, this project was assigned a confidence Level 5 (flow meter shows significantly different flow than model). Therefore, it is recommended that additional flow monitoring be conducted prior to design to provide a greater level of confidence in modeled flows.

It should be noted that the proposed alignment would require a trenchless crossing under the Caltrain railroad tracks (between manhole S53-7 and S63-36). Additionally, the alignment between manholes S63- 36 and S63-27 has many bends and does not follow the Bowers Avenue public right-of-way (ROW). The design of the new project may want to consider realigning the sewer to be closer to Bowers Avenue.

5.7.8 Calabazas Trunk
The Calabazas Trunk project is triggered by existing wet weather flows in the lined model network and therefore was assigned a priority ranking of 2. The Calabazas Trunk Improvements assume that all deficiencies upstream have been relieved. Because this project is a higher priority than the projects upstream (i.e., Agilent and Homestead Road), this assumption should be considered during the design phase.

The deficient segments of the Calabazas trunk flowed into FM 9A located somewhat downstream. FM 9A did not surcharge during the monitored wet weather events. However, as described in Section 3.4.3.1 and in Section 5.7.7 above, inconsistencies with the 2022-2023 flow monitoring data made it impossible to achieve a flow balance at FMs 9A and 13. Due to the atypical flow routing, the model comparison to FM 9A is inconclusive. As a result, this project has confidence Level 5 (flow meter shows significantly different flow than model), and it is recommended that additional flow monitoring be conducted prior to design to provide a greater level of confidence in modeled flows.

It should be noted that the alignment would require a trenchless crossing under the Caltrain and private railroad tracks to the north (between manhole S52-4 and S62-52).

5.7.9 Freedom Circle
The proposed project was assigned priority ranking 5 as it is triggered by long-term future dry weather flows as a result of the proposed Freedom Circle Focus Area development project. It is therefore highly dependent on the final loads generated by the proposed development and should be reviewed should those flows change.

This project is driven by the projected flows from the Freedom Circle Focus Area specific development. As a result, it was not assigned a confidence level as it relates to monitored flows.

5.7.10 GAP West Trunk
The proposed project was assigned priority ranking 3 as it is triggered by long-term future loads combined with wet weather flow conditions in the unlined model network and is located on an alignment that includes RCP trunks identified for future lining by the City.

The GAP West trunk had a flow meter on the deficient sewer segment (FM 2). Flow monitoring data showed the sewer did not surcharge during the monitored wet weather events although the d/D ratio reached 75%.

As a result, the project has a confidence Level 2 (flow meter on capacity deficient pipe reach confirms model flow, but did not surcharge).

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It should be noted that the alignment would require a trenchless crossing under the Valley Transportation Authority (VTA) light rail tracks on West Tasman Drive.

Because of their interconnections, the GAP West and East trunks should be evaluated together during the pre-design and design phases.

5.7.11 GAP East Trunk
The proposed project was assigned priority ranking 4 as it is triggered under long-term future peak wet weather flows in the lined model network and is located on an alignment that includes RCP trunks identified for future lining by the City.

The GAP East trunk had FM 5 just upstream of the deficient sewer segment. However, the flow meter data did not show a surcharge condition under the monitored wet weather events. As a result, this project was assigned a confidence Level 2.

Because of their interconnections, the GAP West and East trunks should be evaluated together during the pre-design and design phases.

5.7.12 Bunker Hill East Lane
This project was assigned priority 7 (least priority) because it is triggered by long-term future loads as a result of a historic entitlement flow assumption from parcels with APNs 104-55-012 and 104-55-013 (site of the current Santa Clara Convention Center) under wet weather flows. During the pre-design phase, the City should verify the inverts along the alignment and at the downstream connection with the GAP East Trunk at manhole S93-7.

This project is driven by the projected flows from the historic entitlement agreement from the two parcels identified above. As a result, it was not assigned a confidence level as it relates to monitored flows.

5.7.13 Lafayette Street
This project was assigned priority 3 as it is triggered under long-term future peak wet weather flows in the unlined model network and is located on an alignment that includes RCP trunks identified for future lining by the City. As discussed in Section 4.5.13, the project would include re-sloping of some minimally sloped (approximately 0.02%) existing pipe segments according to record information. Due to lack of data, it was not possible to confirm if there are other utilities near the deficient segment in Lafayette Street. Therefore, the project alignment was developed assuming that there are no obstacles in upsizing and re-sloping the segments to relieve the deficiency. However, this assumption should be confirmed during the pre-design phase.

The Lafayette trunk had FM 1 on one of the deficient sewer segments. Flow monitoring data showed the sewer did not surcharge during the monitored wet weather events and the d/D ratio reached a maximum of 50%. As a result, the project has a confidence Level 2 (flow meter on capacity deficient pipe reach confirms model flow, but did not surcharge).

5.8 Schedule
A preliminary Sewer Capacity CIP schedule was developed and is presented in Table 5-5. Because none of the projects have a near-term future loads wastewater flow trigger, the projects are scheduled for either implementation within the next five years (2025-2030), if triggered by existing loads, or implementation within the next 10 years (or beyond 2035), if triggered by long-term future loads. Projects triggered by City of Santa Clara (Project 0012307.00) 5-11 Woodard & Curran, Inc.

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entitlement flows (i.e., Agilent and Bunker Hill Lane East) are still listed for implementation beyond 2035; however, if the entitlement holders do not exercise their rights, then implementation of these projects would not be necessary. Preliminary design, including condition assessments (e.g., smoke testing, CCTV, etc.), final design, and permitting activities should commence two (2) to three (3) years prior to project trigger. It is worth noting that all costs are calculated in August 2024 dollars; thus, if a project is scheduled to be constructed in 2035, the cost should be scaled to 2035 using an escalation factor of 3% to 5% per year.

TABLE 5-5: CAPACITY IMPROVEMENT PROJECTS SCHEDULE
Project No. Project ID Schedule
1 Agilent 2035
2 Homestead Road 2035
3 Kiely Boulevard 2035
4 Victoria Avenue 2035
5 Cabrillo Avenue 2025
6 CMC Basin 2025
7 Bowers Avenue 2035
8 Calabazas Trunk 2025
9 Freedom Circle 2035
12 GAP West Trunk 2035
13 GAP East Trunk 2035
14 Bunker Hill Lane East 2035
15 Lafayette Street 2035

5.9 Implementation Recommendations
The City should begin implementation of the Sewer Capacity CIP recommended in this Master Plan Update, starting with the highest priority projects needed to address existing system capacity deficiencies. The following items should be considered in project scheduling and design, and in future updates of the Master Plan:
• The City should consider conducting additional flow monitoring or observation to document flow levels during large storm events at locations in the system where the model predicts significant surcharge or where there is a significant difference between previous flow monitoring conducted and the model results. Flow levels during large storm events should be compared to the water levels simulated by the hydraulic model to verify if the modeling predictions for the design storm seem reasonable, and to confirm the need for and, if necessary, refine project sizing. • The alignments and sizes of all recommended projects should be verified with detailed pre-design analyses, including topographic surveys, geotechnical investigations, utility research, and constructability reviews. Detailed pre-design analyses should consider feasibility of trenchless construction methods including pipe-bursting and Pilot Tube Guided Auger Boring (PTGAB), especially at major roadway, railway, and creek crossings. • The decision to parallel or replace existing sewers should consider the physical condition and remaining useful life of the existing pipelines and laterals; the availability of pipeline corridors for new sewer construction; and operation and maintenance concerns.

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• Capacity improvement projects triggered by long-term future flow assumptions associated with entitlement agreements would not need to be implemented until the entitled parcel(s) begin to discharge their entitled flow(s).
• The hydraulic model has been developed to assist the City in performing capacity analyses and updating the Master Plan in the future. The model should be kept up to date with any changes to existing sewer connections, development plans, and sewer system facilities.

This Master Plan Update report is intended to be a working document to be refined and updated as additional data and new planning information become available. The capacity assessment should be updated whenever there are major changes in planning assumptions or, at a minimum, every five to ten years.

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APPENDIX A: FLOW MONITORING DATA PLOTS

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0

9.0 10.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 1 (S104-28, 36-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

2.0 4.0

6.0 8.0

10.0 12.0

14.0 16.0

18.0 20.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 2 (S104-26, 33-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0

9.0 10.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 3 (S104-30, 42-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.3

0.5 0.6

0.8 0.9

1.1 1.2

1.4 1.5
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 4 (S94-35, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

2.0 4.0

6.0 8.0

10.0 12.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 5 (S83-21, 33-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 6 (S83-22, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 7 (S105-34, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 8 (S86-12, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 9 (S72-17, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 10 (S52-79, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 11 (S53-40, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0

4.5 5.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 12 (S53-23, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)
Note: 2022-23 flow data represent dry weather flow data collected in July 2023, as Site 12 was initially installed on the incorrect pipeline.

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0

9.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 13 (S53-54, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 14 (S54-16, 15-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 1.6
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 15 (S65-50, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 16 (S67-13, 27-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 1.6

1.8 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 17 (S58-9, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 18 (S58-8, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 19 (S21-18, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 20 (S21-47, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0

4.5 5.0
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 21 (S23-6, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 22 (S45-80, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 23 (S48-31, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0

9.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 24 (S63-1, 33-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0

7.0 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 25 (S57-56, 30-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 1.6

1.8 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 26 (S52-87, 21-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.1 0.1

0.2 0.2

0.3 0.3

0.4 0.4

0.5 0.5
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 27 (S43-2, 10-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 1.6
12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 28 (S53-46, 8-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 12/16 12/23 12/30 1/6 1/13 1/20 1/27 2/3 2/10 2/17
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 29 (S21-55, 15-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.00 5.0

0.02 0.04

0.06 0.08

0.10 0.12

0.14 0.16
12/12 12/19 12/26 1/2 1/9 1/16 1/23 1/30 2/6 2/13 2/20
Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 30 (S72-33, 15-in)
Flow 2022-23 (mgd) Rain (in/hr)

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.2 0.4

0.6 0.8

1.0 1.2

1.4 12/12 12/19 12/26 1/2 1/9 1/16 1/23 1/30 2/6 2/13 2/20 Rainfall (in/hr)
Flow (mgd)
Date
Santa Clara 2022/2023 Flow Monitoring:

Site 31 (S65-50, 10-in)
Flow 2022-23 (mgd) Rain (in/hr)

City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX B: FUTURE DEVELOPMENT ASSUMPTIONS
104
82 90
116
105
113
73 114
77 67
65 72
48 77
89 103
86 69 88 80
106
63 93
57 48b
115
66 5
53 77
102
101
99 2
12 22
94 81
100
71 85
54 70
59 15
60 Legend
±
Figure B-1: Map of
Future Development
& Entitlement Parcels
Sewer Master Plan Update
Figure Exported: 12/27/2024 By: SEstabrook Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2024_Report.aprx 0 0.25 0.5 1
Miles
City Limit
Parcel with Future Flow Assumption
Near-Term Specific Development (2025-2030)
Long-Term Specific Development (2030-2035)
Long-Term General Plan Phase 3 (2030-2035)
Entitlements
City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) 1890 El Camino Real PLN2015-
11361
BLD2017-47840 1890 El Camino Real 269-01-081, 269-63-000 35, 36 Still under construction, May 2023 2 Under construction 56 Condos Near-Term 0.0098 0 Bowers Ave
PLN2012-09162
BLD2016 41725 & BLD2016-41470
3000 Bowers Ave. 216-48-033 63
Empty lots as of 9/2021. No billing point associated with this parcel. No longer a developmentUpdate (5/19/23): two 165,000 square foot fivestory office buildings totaling 330,000 square feet; a five-level parking garage and surface lots
providing a total of 980 parking spaces; and site and public right-of-way improvements. 5 Approved 330,000 Office Near-Term 0 0.033
VTA BART station and yard 480 Brokaw Road 230-06-054 Billing database does not account for development. 12 351,512 Community (yard, BART station, and parking garage) Near-Term 0 0.032339104 Related (land use changed in parcels 4 & 5)
PLN2014-10554 2351, 5155 2351, 5155 Stars and Stripes Dr 104-03-036 94, 103, 104, 105, 114 Some parcels within development constructed and accounted for in billing database. Others not. 15 Approved 1,680 Apts 4,080,000 2,889,640 Office Mixed Use 4,128 Hotel Near-Term 0.32872 0.98910174 Coleman Highline (old FMC site) - Gateway Crossing project added PLN2016-12318 1205 Coleman Ave 230-46-069, 230-59-001 48 No billing point here. Development proposal in review (see folder T001). 22 Phase 1 Under Construction 230 760 610 Studio 1-b Units (SF) 2-d Units (SF) 15,000 Retail 700 (rooms) Hotel Near-Term 0.28171 0.114 Freedom Circle Focus Area
104-40-019, 104-40-020, 104-40-030, 104-40-031, 104-40-034, 104-40-035, 104-40-038, 104-41-031, 104-41-032, 104-41-043, 104-41-044, 104-42-020, 104-42-021 Focus Area approved - Specific Plan still required. Development timing for residential should be considered near-term. (6/1/2023) 48 Approved 2,500 Apts 4,229,000 Retail/Office Near-Term 0.385 0.5085 Greystar
PLN2017-12516 3905 Freedom Circle 104-40-021, 104-40-036 Development permit approved. Could be moving forward in the next couple of years. 48 Approved 1,100 Apts 2,000 Retail Near-Term 0.1694 0.0002 South Bay Development
PLN2007-06433 & PLN2013-09743
BLD2015-40394 2350 Mission College Bl.

Site under construction until summer 2018 therefore not confident billing database accounts for full building being occupied.The proposed project consists of the construction of two 6-story office buildings each supporting 150,000 square fet of space (300,000 square feet total), a 6,000 square foot retail building and a 6-level parking garage.

The site currently contains the 13-story Regency
Plaza Interational building (251,000 square feet).
49 Constructed 306,000 Office/Retail (6,000 SF) 0 0.0306 Summer Hill Apartments
PLN2017-12723
2230 (?), 2232 & 2240 El Camino Real
El Camino Real 290-10-090, 290-10-091 35
Development not constructed yet (not even under construction). Billing database only accounts for the existing non-residential use. 53 Approved 151 Apts 5,000 5,000 Retail Restaurant Near-Term 0.023254 0.0057 Santa Clara CRC, ISC & ISHOF (International Swim Center) PLN2015-10939
BLD1974-42418 Central Park Kiely Boulevard 290-26-029 23, 33 Development not even under construction.Recreation/swim center (275,369 SF) and a theater (400 seats) 54 Approved 275,369 Swim center (UFF = 0.3 GPD/SF) 400 Seats (UFF = 5 gpd/seat) Near-Term 0.002 0.0826107 (Now called Kylli) Yahoo! at Tasman (In addition to the previously modeled Yahoo! development) PLN2002-07218, PLN2017-12724
5010 Old Ironsides
Surrounded by Patrick Henry, Hetch Hetchy ROW, Old Ironsides Dr., and Tasman Dr. 104-04-064, 104-04-065, 104-04-111, 104-04-112, 104-04-113, 104-04-142, 104-04-143, 104-04-150, 104-04-151 General Plan amendment for a nine-parcel property to amend the designation from HighIntensity Office/Research to a newly-established mixed-use designation allowing a high-intensity mix of office, commercial, and residential uses. The Project proposes a PD rezone for the development of 3,000,000 +/- square feet of commercial office/lab space, 100,000 +/- square feet of neighborhood retail, 1,800 +/- new multi-family residential, a childcare facility, and indoor and outdoor community spaces. 57 Under Review 1,800
3,000,000100,0005,00080010,000
OfficeRetailCommunityPoliceDaycare
Future 0.2772 0.303048

City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) Patrick Henry Specific Plans Phase 1
104-04-078, 104-04-093, 104-04-094, 104-04-123, 104-04-131, 104-04-136, 104-04-138, 104-04-139, 104-04-140, 104-04-141, 104-53-000 59 Approved 1,200 Condos 200,000 110,000
RetailPublic (Commercial facilities)
Near-Term 2.1 0.04796
2901 Tasman Dr
PLN2020-14361 2901 Tasman Dr 104-49-025, 104-49-026 S93 60 Under Review 1,070,344 R&D Future 0 0.1605516 651 Walsh Ave PLN2018- 13303 (Debby) 651 Walsh Ave 224-04-059 57, 67 Approved. To be accounted for as future data center. 63 Under construction 435,050 Data Center Near-Term 0 0.059173 2805 Bowers Avenue
PLN2021-15069
2805 Bowers Avenue 216-28-063 Accounted for in model as future data center. 65 Under Review 244,068 Data Center Future 0 0.012816 2500 El Camino Real (Mariani)
PLN2016-11686
BLD1968-33480
2500 El Camino Real 290-46-001, 290-46-002, 290-46-003, 290-46- 015, 290-46-016, 290-46-017
34 Last submittal - 2018 66 Under Review 392 Condos 8,000 Restaurant 311 (rooms) Hotel Future 0.0686 0.03942 2590 Walsh Ave Vantage Data Center CA3
2590 Walsh Ave 216-28-112 63 Will be modeled as future data center. 67 450,800 Data Center Future 0 0.01692 3035 El Camino Real PLN2018-
13265
3035 El Camino Real 220-32-059 42 69 Under construction 42 Condos Near-Term 0.00735 0 3131 Homestead Rd
PLN2019-13869 PLN2018-13339 (Debby)
3131 Homestead Rd 290-24-071 22 70 Under construction 225 Apts Near-Term 0.070991976 0 3402/3410 El Camino Real
PLN2017-12578
BLD2019-
57108 (3406
ECR, same APN)
3402/3410 El Camino Real 290-01-136 71 Under construction 69 Apts 10,000 3,458 Restaurant Commercial Near-Term 0.010626 0.0110578 3625 Peterson Way
PLN2018-13144 3625 Peterson Way 216-30-049 72, 73
Two 8-story office buildings totaling 632,216 SF;
a 13,370 SF 1-story ammenity building, 4 level parking structure. 72 Approved 658630 Office 13,370 Ammenity Near-Term 0 0.1008 ECR (Gateway Village) - See line 116
PLN2012-09540
BLD2016-41881 (for apartment BLD)
3610, 3700 3610, 3640, 3650, & 3700 ECR 313-06-002, 313-06-008 30, 40 Development under construction 2017 through 2018. Billing database would not have accounted for development. 73 Residencies constructed 476 Condos 23,01015,34014,7509,35715,2579,386
Restaurant (small food Service)Restaurant (full Service)RetailFitnessBeauty ParlorMedical Office Near-Term 0.0833 0.05402519
El Camino Real Specific Plans EIR El Camino Real
220-31-079, 220-31-080, 220-02-049, 220-31-075, 220-32-056, 220-32-054, 220-02-020, 220-02-048, 220-02-045, 220-02-040, 220-02-046, 220-02-022, 290-03-084, 290-03-083, 290-03-081, 290-03-085, 290-03-059, 290-03-088, 290-03-087, 290-03-064, 290-63-008, 290-02-102, 290-02-095, 290-02-094, 290-01-012, 290-01-114, 290-01-113, 290-01-117, 290-01-116, 290-01-115, 224-15-037, 216-01-053, 216-01-047, 216-01-043, 216-01-050, 224-28-051, 269-03-086, 269-03-130, 213-34-008, 213-34-011, 213-34-005, 213-34-013, 213-34-012, 213-34-010, 213-34-004, 224-49-009, 224-49-008, 269-03-079, 269-03-131, 224-28-069, 216-01-040, 290-06-020, 290-06-021, 224-15-034, 224-49-012, 224-14-111, 224-14-089, 224-14-090, 224-15-017, 224-28-067, 224-28-048, 224-28-035, 224-28-050 77 Re-do Under Review
1,9204012,580
Corridor Mixed UseCorridor ResidentialRegional Commercial Mixed 182,646224,658
Corridor Mixed UseRegional Commercial Mixed
Future 0.763175 0.13644684

City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) Warmington Residential PLN22-00151 PLN22-00160 2855 El Camino Real 220-31-082, 220-31-083 Pending review. 23 new townhomes and 65 affordable senior apartment units and 3,912 square feet of ground floor commercial in a fivestory building. Total residential load = 0.014 MGD, non-residential load = 0.00039 MGD.Model has a total residential load of 0.0082 mgd. Model corrected. 80 Under Review 47 Condos & townhomes Future 0.008225 0 Prometheus PLN2015-
11478
3501 El Camino Real 220-03-010
Part of ECR Specific Plan. three-, four- and fivestory development would sit on 10.6 acres and comprise 701 apartments above 84,000 square feet of retail space. Model loads match proposed development description. 81 Not a File 700 Apts 86,000 Retail 0.1078 0.0086
2905 Stender Way Data Center
PLN2019-14118 2905 Stender Way 216-29-108 Parcel accounted for in model as future data center. 82 Under construction Near-Term 0 0 275 Saratoga Ave
PLN2021-15005 275 Saratoga Avenue 303-46-051 4 Story Assisted Living Facility – 61,287 SF including 146 bed spaces 85 Under Review 146 Beds Near-Term 0.011242 0 1601 Civic Center Dr PLN202-14401 1601 Civic Center Dr 224-49-006 S46 106 DU affordable apartments 86 Approved 106 Apts Near-Term 0.016324 0 3155 El Camino Real PLN2020-
14674 3155 El Camino Real 220-32-057, 220-32-058 60-unit, three-story townhome development 88 Approved 60 Townhomes Near-Term 0.0105 0 960 Central Expressway PLN21-15299 960 Central Expressway 224-07-099 Architectural review of three development scenarios for redevelopment of an existing Heavy Industrial (MH) zoned parcel occupied by
747,424 square feet of industrial warehouse buildings and 130,00 square feet of covered truck loading docks and surface parking. The proposal is to demolish the existing structures and site improvements to construct three Class “A” speculative buildings totaling up to 890,000 square feet for warehousing and/or data center uses, associated parking, on- and off-site improvements and landscaping. The proposal includes subdivision of the parcel into three separate parcels and the addition of new ingress and egress driveways along the project frontages.Development replaces Large User 9 (trade flow = 0.0994 MGD). Actual usage (based on billing database) is 0.01713 MGD. For the development
load, assumed data center (Scenario 1) usage. Note data center survey received. Parcel will be counted as a future data center. 89 Under Review 388,482 Data Center Future 0 0.1136448
3517 Ryder St 3517 Ryder St 216-34-052
Part of Lawrence Station development. 5-story 328-unit residential complex. Building Permit Under Review 90 Approved 328 Apts Near-Term 0.050512 0

City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) Santa Clara University Master Plan (5-years plan)
PLN2014-10779
BLD2016-42681 (Charney Hall of Law_UC), BLD2017-48533 (South Residence Hall)_UC), BLD2018-49473 (Benson Hall_UC) 500 El Camino Real 230-13-023 38, 39
Finn Residence Hall - construction begun February 2018. Constructed by October 2019. Billing database likely does not account for discharge. Approximately 30 residents live on each of the twelve wings, with one Community Facilitator on each wing. Total number of residents = 360.Phase 2 involves the construction of a fourstory, 250 bed residence hall with a gross floor area of 55,800 sf on the site of the existing 19,000 square foot Fine Arts Building to be demolished. Construction has not begun.Benson Hall - This project involves one and twostory additions to the north and west building elevations totaling 21 ,363 sf and includes partial renovations of the building interior toaccommodate the new additions and create meeting and common space.Residence hall loads accounted for in new subcatchment 23013023. 93 Under construction Near-Term 0.0427 0
Worthington Circle (Former BAREC site/Summerhill and Charity Housing at 90 N. Winchester Blvd) PLN2016-12389 1834 Worthington Circle 303-17-053
Agrihood Mixed-Use Development Project. Construction initiated September 2021. Development not accounted for in billing database. Parcel does not have a billing point.residential mixed-use development consisting of up to 160 mixed-income apartments,165 affordable senior apartments, 36 townhomes and approximately 1.5 acres of agricultural open space.Development accounted for in model in subcatchment 30317053 which replaced original
development subcatchment DVPT_NWinchester.
94 Under construction
36325
SFApt 65,340 Agricultural Open Space Near-Term 0.05635 0 3375 Scott Blvd. PLN2016-
12232 3375 Scott Blvd. 216-31-059, 216-31-060 72
Project would demolish the existing office buildings and construct a six-story, 237,107 SF office building, and a four-level parking structure with an attached two-story amenity building.Remove existing billing point loads. Model reflects development flow in new sub ID 21631059 and 21631060. 99 Approved 237,107 Office Near-Term 0 0.0237107
Tasman East Specific Plan (+1,500 units)
PLN2016-12400
Surrounded by TasmanDr, Lafayette St, Calle Del Mundo, and Guadalupe River 097-05-062, 097-05-063, 097-05-110, 097-05-060, 097-05-061, 097-05-059, 097-05-058, 097-05-056, 097-05-057, 097-46-019, 097-46-029, 097-46-016, 097-46-017, 097-46-018, 097-46-033, 097-46-011, 097-46-024, 097-46-002, 097-46-020, 097-46-027 104, 105
Project website (link below) lists 5 approved projects (2343 Calle del Mundo, 5123 Calle del Sol, 2200 Calle de Luna, 2300 Calle de Luna, and 2302/2310 Calle del Mundo) and 6 proposed projects. These projects have not been subject to individual development reviews and are therefore not specifically reflected in the model.

Instead, the model reflects the original (June 2018) review of the overall Tasman East Specific Plan. Modeling the specific approved or proposed projects within this Specific Plan is not in the scope of work for the near-term network development. 100
Under construction 5,998
Transit Neighborhood
93,60010,00035,147
RetailDaycareSchool
Near-Term 0.725758 0.046664575

City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) 2330 Monroe St
PLN2019-13723
2330 Monroe Steet 224-37-068 54
Architectural Review for an approved 2-3 story building containing 65 affordable residential units in a mix of studios and one-, two-, and threebedroom units, including 25 percent of the
units set aside for people with developmental disabilities.Currently vacant lot with no billing point. Model accounts for development flow in new sub ID 22437068. 101
Under construction 65 Apt Near-Term 0.01001 0
2201 Laurelwood PLN2019-
13742
BLD2021-61850
2201 Laurelwood 104-39-023 75
Proposed future data center (data center Ref ID = 13). Will be included in the model as a future data center. Development replaces large user LU02 (Siliconix) with modeled trade flow = 1.2327 mgd. Actual flow (based on billing data) = 0.00711 mgd. Construction begun June 2019.Model updated with development parcel. Future data center flows to be modeled as inflow file. LU02 subcatchment deleted from model. 102
Under construction 536,730 Data Center Near-Term 0 0.091020833 1200 Memorex Drive data center
PLN2019-14055
1200 Memorex Drive 224-66-006
Development will be modeled as a future data center (data center Ref ID = 80). New sub ID 22466006 added to model to represent data center parcel. Remove existing billing point. 103
Under construction Near-Term 0 0
1290, 1240 Coleman Ave and 312 Brokaw Rd - Santa Clara DualBranded Hotel PLN2019-14051; CEQ2020-01073
1290, 1240, 312
1290 and 1240 Coleman Ave and 312 Brokaw Rd
230-05-045, 230-05-049, 230-05-050 48, 49
Model accounts for development with new subs
IDs 23005045, 049, and 050. Development consists of 396 room, 6-story hotel, totaling 204,444 square feet.Old sub ID 23005045, Parcel_23005049, Parcel_23005050, Parcel_23005049!, and Parcel_23005050! replaced. 104 Approved 7,480 Restaurant 630.3447 Hotel Near-Term 0.0351 0.0077792 906, 930, 940, 950 Monroe St
PLN2020-14457
906, 930, 940, 950 Monroe St 269-20-086, 269-20-087, 269-20-095 Residential mix-use redevelopment. Construct a five story building with 61 condo rental units, 3,844 sf general retail, a 6,224 sf restaurant on the ground floor, 116 residential parking spaces,
and 71 retail parking spaces. The project also includes relocation of two existing historic houses located at 906 and 930 Monroe.Development accounted for in model with new sub IDs 26920086, 26920095, and 26920087. 105 Under Review 64 condos 3,844 Retail 6,224 Restaurant Future 0.0112 0.00685736 Kaiser Entitlement 316-09-046 Entitlement flow. 106 Future 0 0 Downtown Precise Plan Various Various
269-22-088, 269-22-089, 269-22-072, 269-22-096, 269-22-084, 269-22-079, 269-22-094, 269-22-093, 269-22-095, 269-22-108, 269-22-109, 269-22-110, 269-22-111, 269-22-112, 269-22-097, 269-22-098, 269-22-099, 269-22-100, 269-22-101, 269-22-102, 269-22-103, 269-22-104, 269-22-105, 269-22-106, 269-22-107, 269-22-113, 269-22-114, 269-22-115, 269-20-082, 269-20-083, 269-20-084, 269-20-085, 269-20-089, 269-20-090, 269-20-091, 269-20-078, 269-20-075, 269-20-081, 269-20-080, 269-62-000, 269-20-079, 269-20-074, 269-20-077 Development review dated 3/20/2023. Note that 5 parcels are on top of other recent developments (Ref_ID 23 and 105). 113
386578
CondosApts
637,440197,900
CommercialRetail 74,160 SF Hotel Future 0.156562 0.1191308 611 El Camino Real 611 El Camino Real 230-06-053
70 affordable apartment units to replace existing women's facility. The zone is ML-Light Industrial but the general plan use has it as Public/Quasi Public as the parcel is owned by the City of Santa Clara. 114 70 Apt Future 0.01078 0
2655 The Alameda PLN2022-
00448
2655 The Alameda 230-12-012 4-story mixed use development with 1,500 SF ground floor commercial & 39 residential units 115 39 Apt 1,500 Commercial Future 0.006006 0.00015

City of Santa Clara Specific Development Projects List
Name of Development PLN # BLD # Address # Street Name APN Block Book Page W&C Notes Ref_ID January 2023
Status (per City
Planning)
Residential
Units
Residential
Type
NonResidential SF Non-Residential Type Non-Residential Type 2 SF/Units Non- Residential Type 2 Future Model Scenario Residential Flow (mgd) Non- Residential Flow (mgd) 3301 Olcott Street PLN22-00560 3301 Olcott Street 224-47-019 189,153 SF (Building 1 discharging to MH S74-28) 151,384 SF (Building 2 discharging to MH S74-43) commercial R&D office. 116 340,537 Office R&D Future 0 0.025540275
Santa Clara Station Area
Plan
Plan is in the early stages of development--no project description yet--for now, use GP estimates from Table 5.2.1, footnote 1. 4701 Great America Parkway 4701
Great America Parkway 104-42-014, 104-42-014-019 83
Amusement park lease may be up in the next couple of years, but no details are available. Assume will operate as is into the future.

NA

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
230-03-090 HYIN 211,963.46 4.87 Heavy Industrial 0.15 1.25 0 0.0000 0.0397 Future 294-18-037 NHMX 18,696.46 0.43 Neighborhood Commercial 0.1 0.3 25 0.0017 0.0006 Future290-23-059 NHMX 23,162.02 0.53 Neighborhood Commercial 0.1 0.3 25 0.0020 0.0007 Future104-51-015 LDRD 27,934.37 0.64 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-51-016 LDRD 28,860.54 0.66 Office: 100% 0.1 0.85 0 0.0000 0.0025 Future 104-51-017 LDRD 28,221.53 0.65 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-51-008 LDRD 21,568.32 0.50 Office: 100% 0.1 0.85 0 0.0000 0.0018 Future 104-51-007 LDRD 23,675.58 0.54 Office: 100% 0.1 0.85 0 0.0000 0.0020 Future 104-15-025 LDRD 8,849.96 0.20 Office: 100% 0.1 0.85 0 0.0000 0.0008 Future 104-51-006 LDRD 27,949.92 0.64 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-51-009 LDRD 19,521.75 0.45 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 104-51-014 LDRD 23,350.55 0.54 Office: 100% 0.1 0.85 0 0.0000 0.0020 Future 104-51-005 LDRD 31,103.49 0.71 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 104-15-092 LDRD 54,693.70 1.26 Office: 100% 0.1 0.85 0 0.0000 0.0046 Future 104-15-141 LDRD 46,524.15 1.07 Office: 100% 0.1 0.85 0 0.0000 0.0040 Future 104-15-140 LDRD 32,608.15 0.75 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 104-51-010 LDRD 33,028.98 0.76 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 104-15-029 LDRD 16,356.77 0.38 Office: 100% 0.1 0.85 0 0.0000 0.0014 Future 104-51-013 LDRD 24,912.63 0.57 Office: 100% 0.1 0.85 0 0.0000 0.0021 Future 290-29-009 PKOS 1,357,204.52 31.16 Parks/Recreation 0 0.2 0 0.0000 0.0000 Future 101-11-042 LHIN 34,719.96 0.80 Light Industrial 0.15 0.85 0 0.0000 0.0044 Future 220-02-047 CMXU 14,277.06 0.33 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 220-01-059 CMXU 26,194.76 0.60 Community Commercial 0.1 0.4 25 0.0023 0.0010 Future 220-01-055 CMXU 29,422.83 0.68 Community Commercial 0.1 0.4 25 0.0026 0.0012 Future 220-01-053 CMXU 13,950.79 0.32 Community Commercial 0.1 0.4 25 0.0012 0.0006 Future 220-31-077 CMXU 14,566.71 0.33 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 220-31-078 CMXU 15,046.30 0.35 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 220-01-054 CMXU 30,351.56 0.70 Community Commercial 0.1 0.4 25 0.0027 0.0012 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
220-02-015 VLDR 9,665.35 0.22 Low Density Residential 245 0 25 0.0014 0.0000 Future 220-02-014 VLDR 9,376.27 0.22 Low Density Residential 245 0 25 0.0013 0.0000 Future 220-02-013 VLDR 9,375.20 0.22 Low Density Residential 245 0 25 0.0013 0.0000 Future 220-02-012 VLDR 9,376.26 0.22 Low Density Residential 245 0 25 0.0013 0.0000 Future 220-02-011 VLDR 9,376.20 0.22 Low Density Residential 245 0 25 0.0013 0.0000 Future 220-02-010 VLDR 9,375.63 0.22 Low Density Residential 245 0 25 0.0013 0.0000 Future 220-02-009 VLDR 9,291.32 0.21 Low Density Residential 245 0 25 0.0013 0.0000 Future 230-05-005 RGCO 6,564.42 0.15 Regional Commercial 0.1 0.5 0 0.0000 0.0003 Future 230-05-020 RGCO 27,964.10 0.64 Regional Commercial 0.1 0.5 0 0.0000 0.0014 Future 230-05-037 RGCO 53,420.53 1.23 Regional Commercial 0.1 0.5 0 0.0000 0.0027 Future 230-05-017 RGCO 25,013.75 0.57 Regional Commercial 0.1 0.5 0 0.0000 0.0013 Future 230-05-016 RGCO 25,005.08 0.57 Regional Commercial 0.1 0.5 0 0.0000 0.0013 Future 230-05-015 RGCO 23,825.51 0.55 Regional Commercial 0.1 0.5 0 0.0000 0.0012 Future 230-05-084 RGCO 20,980.12 0.48 Regional Commercial 0.1 0.5 0 0.0000 0.0010 Future 230-05-021 RGCO 166,493.71 3.82 Regional Commercial 0.1 0.5 0 0.0000 0.0083 Future 230-05-083 RGCO 22,351.24 0.51 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 230-05-054 RGCO 83,262.85 1.91 Regional Commercial 0.1 0.5 0 0.0000 0.0042 Future 104-14-052 LDRD 41,745.26 0.96 Office: 100% 0.1 0.85 0 0.0000 0.0035 Future 104-14-090 LDRD 33,524.38 0.77 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 104-14-141 LDRD 23,021.12 0.53 Office: 100% 0.1 0.85 0 0.0000 0.0020 Future 104-14-071 LDRD 30,847.01 0.71 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 104-14-053 LDRD 23,417.60 0.54 Office: 100% 0.1 0.85 0 0.0000 0.0020 Future 104-14-047 LDRD 30,846.99 0.71 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 104-14-124 LDRD 131,211.66 3.01 Office: 100% 0.1 0.85 0 0.0000 0.0112 Future 104-14-036 LDRD 19,855.46 0.46 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 104-14-048 LDRD 30,847.01 0.71 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 104-15-131 LDRD 444,843.84 10.21 Office: 100% 0.1 0.85 0 0.0000 0.0378 Future 104-14-023 LDRD 19,842.58 0.46 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
104-14-038 LDRD 30,846.99 0.71 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 101-09-023 LDRD 170,155.51 3.91 Office: 100% 0.1 0.85 0 0.0000 0.0145 Future 290-05-060 CMXU 18,140.31 0.42 Community Commercial 0.1 0.4 25 0.0016 0.0007 Future 220-01-018 CMXU 12,754.24 0.29 Community Commercial 0.1 0.4 25 0.0011 0.0005 Future 220-01-044 CMXU 18,789.19 0.43 Community Commercial 0.1 0.4 25 0.0017 0.0008 Future 220-31-114 CMXU 44,562.59 1.02 Community Commercial 0.1 0.4 25 0.0039 0.0018 Future 230-05-116 LHIN 449,148.01 10.31 Light Industrial 0.15 0.85 0 0.0000 0.0573 Future 230-47-068 LHIN 23,098.35 0.53 Light Industrial 0.15 0.85 0 0.0000 0.0029 Future 230-03-108 HYIN 821,203.99 18.85 Heavy Industrial 0.15 1.25 0 0.0000 0.1540 Future 230-03-047 HYIN 14,575.93 0.33 Heavy Industrial 0.15 1.25 0 0.0000 0.0027 Future 290-55-012 NHMX 1,549.42 0.04 Neighborhood Commercial 0.1 0.3 25 0.0001 0.0000 Future290-02-092 CMXU 13,792.24 0.32 Community Commercial 0.1 0.4 25 0.0012 0.0006 Future 290-05-076 CMXU 29,128.38 0.67 Community Commercial 0.1 0.4 25 0.0026 0.0012 Future 290-05-074 CMXU 22,490.01 0.52 Community Commercial 0.1 0.4 25 0.0020 0.0009 Future 290-05-055 CMXU 45,529.94 1.05 Community Commercial 0.1 0.4 25 0.0040 0.0018 Future 290-05-054 CMXU 22,055.98 0.51 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 290-04-007 CMXU 98,212.43 2.25 Community Commercial 0.1 0.4 25 0.0087 0.0039 Future 290-04-006 CMXU 48,009.37 1.10 Community Commercial 0.1 0.4 25 0.0042 0.0019 Future 290-04-005 CMXU 23,809.87 0.55 Community Commercial 0.1 0.4 25 0.0021 0.0010 Future 290-04-004 CMXU 32,223.14 0.74 Community Commercial 0.1 0.4 25 0.0028 0.0013 Future 290-04-003 CMXU 28,816.85 0.66 Community Commercial 0.1 0.4 25 0.0025 0.0012 Future 290-04-002 CMXU 24,001.59 0.55 Community Commercial 0.1 0.4 25 0.0021 0.0010 Future 290-04-045 CMXU 25,858.00 0.59 Community Commercial 0.1 0.4 25 0.0023 0.0010 Future 290-02-099 CMXU 6,669.50 0.15 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 290-02-098 CMXU 6,540.84 0.15 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 290-02-087 CMXU 3,637.06 0.08 Community Commercial 0.1 0.4 25 0.0003 0.0001 Future 290-02-105 CMXU 12,089.50 0.28 Community Commercial 0.1 0.4 25 0.0011 0.0005 Future 290-02-104 CMXU 13,782.03 0.32 Community Commercial 0.1 0.4 25 0.0012 0.0006 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
290-02-101 CMXU 6,483.39 0.15 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 290-02-100 CMXU 9,650.45 0.22 Community Commercial 0.1 0.4 25 0.0009 0.0004 Future 290-02-103 CMXU 41,169.09 0.95 Community Commercial 0.1 0.4 25 0.0036 0.0016 Future 101-13-003 LHIN 311,364.82 7.15 Light Industrial 0.15 0.85 0 0.0000 0.0397 Future 101-09-024 RGCO 92,430.01 2.12 Regional Commercial 0.1 0.5 0 0.0000 0.0046 Future 303-02-013 PUQP 74,316.43 1.71 Public/Institutional 0.21 0.2 0 0.0000 0.0031 Future 290-23-088 PUQP 1,173,909.65 26.95 Public/Institutional 0.21 0.2 0 0.0000 0.0493 Future 303-21-071 RGCO 48,269.26 1.11 Regional Commercial 0.1 0.5 0 0.0000 0.0024 Future 303-21-072 RGCO 21,356.10 0.49 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 303-19-072 RGCO 18,582.19 0.43 Regional Commercial 0.1 0.5 0 0.0000 0.0009 Future 303-22-014 RGCO 10,447.18 0.24 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 303-23-036 RGCO 159,016.92 3.65 Regional Commercial 0.1 0.5 0 0.0000 0.0080 Future 303-23-002 RGCO 21,753.41 0.50 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 303-23-032 CMXU 59,698.08 1.37 Community Commercial 0.1 0.4 25 0.0053 0.0024 Future 303-22-015 RGCO 11,663.35 0.27 Regional Commercial 0.1 0.5 0 0.0000 0.0006 Future 303-22-039 RGCO 22,016.42 0.51 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 303-21-068 RGCO 24,215.83 0.56 Regional Commercial 0.1 0.5 0 0.0000 0.0012 Future 303-22-037 RGCO 22,012.72 0.51 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 303-18-046 RGCO 48,506.89 1.11 Regional Commercial 0.1 0.5 0 0.0000 0.0024 Future 303-18-023 RGCO 19,000.00 0.44 Regional Commercial 0.1 0.5 0 0.0000 0.0009 Future 303-18-022 RGCO 28,265.76 0.65 Regional Commercial 0.1 0.5 0 0.0000 0.0014 Future 303-18-037 RGCO 9,191.61 0.21 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 303-23-044 CMXU 35,632.59 0.82 Community Commercial 0.1 0.4 25 0.0031 0.0014 Future 303-19-078 RGCO 31,754.11 0.73 Regional Commercial 0.1 0.5 0 0.0000 0.0016 Future 303-18-050 RGCO 48,396.21 1.11 Regional Commercial 0.1 0.5 0 0.0000 0.0024 Future 303-18-049 RGCO 120,162.09 2.76 Regional Commercial 0.1 0.5 0 0.0000 0.0060 Future 303-23-043 CMXU 40,282.23 0.92 Community Commercial 0.1 0.4 25 0.0036 0.0016 Future 303-23-029 CMXU 45,256.12 1.04 Community Commercial 0.1 0.4 25 0.0040 0.0018 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
303-23-026 CMXU 14,329.30 0.33 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 303-23-030 RGCO 79,488.65 1.82 Regional Commercial 0.1 0.5 0 0.0000 0.0040 Future 303-18-048 RGCO 63,348.69 1.45 Regional Commercial 0.1 0.5 0 0.0000 0.0032 Future 303-23-037 RGCO 66,753.62 1.53 Regional Commercial 0.1 0.5 0 0.0000 0.0033 Future 303-23-034 RGCO 99,561.24 2.29 Regional Commercial 0.1 0.5 0 0.0000 0.0050 Future 303-23-035 CMXU 45,156.65 1.04 Community Commercial 0.1 0.4 25 0.0040 0.0018 Future 303-23-022 CMXU 13,600.82 0.31 Community Commercial 0.1 0.4 25 0.0012 0.0005 Future 290-01-125 CMXU 98,936.97 2.27 Community Commercial 0.1 0.4 25 0.0087 0.0040 Future 303-20-073 RGCO 720.06 0.02 Regional Commercial 0.1 0.5 0 0.0000 0.0000 Future303-18-042 RGCO 8,656.02 0.20 Regional Commercial 0.1 0.5 0 0.0000 0.0004 Future 303-18-036 RGCO 9,198.41 0.21 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 303-19-077 RGCO 18,664.05 0.43 Regional Commercial 0.1 0.5 0 0.0000 0.0009 Future 303-19-075 RGCO 9,375.00 0.22 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 303-20-068 RGCO 8,879.83 0.20 Regional Commercial 0.1 0.5 0 0.0000 0.0004 Future 303-20-069 RGCO 2,310.91 0.05 Regional Commercial 0.1 0.5 0 0.0000 0.0001 Future 303-20-070 RGCO 3,080.93 0.07 Regional Commercial 0.1 0.5 0 0.0000 0.0002 Future 303-20-071 RGCO 10,741.45 0.25 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 303-20-072 RGCO 4,061.67 0.09 Regional Commercial 0.1 0.5 0 0.0000 0.0002 Future 303-20-074 RGCO 11,981.14 0.28 Regional Commercial 0.1 0.5 0 0.0000 0.0006 Future 303-18-035 RGCO 11,513.82 0.26 Regional Commercial 0.1 0.5 0 0.0000 0.0006 Future 296-20-006 RGCO 21,323.88 0.49 Regional Commercial 0.1 0.5 0 0.0000 0.0011 Future 290-02-096 CMXU 9,078.63 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 290-05-053 CMXU 28,774.74 0.66 Community Commercial 0.1 0.4 25 0.0025 0.0012 Future 290-01-123 CMXU 138,195.80 3.17 Community Commercial 0.1 0.4 25 0.0122 0.0055 Future 290-23-048 MDRE 49,544.21 1.14 Medium Density Residential 154 0 25 0.0044 0.0000 Future 290-39-037 NHMX 48,028.13 1.10 Neighborhood Commercial 0.1 0.3 25 0.0042 0.0014 Future290-39-083 NHMX 16,996.75 0.39 Neighborhood Commercial 0.1 0.3 25 0.0015 0.0005 Future290-23-092 NHMX 61,504.56 1.41 Neighborhood Commercial 0.1 0.3 25 0.0054 0.0018 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
290-39-053 NHMX 40,305.12 0.93 Neighborhood Commercial 0.1 0.3 25 0.0036 0.0012 Future290-39-081 NHMX 16,798.50 0.39 Neighborhood Commercial 0.1 0.3 25 0.0015 0.0005 Future290-39-012 NHMX 15,174.41 0.35 Neighborhood Commercial 0.1 0.3 25 0.0013 0.0005 Future290-39-035 NHMX 19,585.89 0.45 Neighborhood Commercial 0.1 0.3 25 0.0017 0.0006 Future293-02-028 NHMX 208,966.89 4.80 Neighborhood Commercial 0.1 0.3 25 0.0185 0.0063 Future 290-39-065 NHMX 23,534.53 0.54 Neighborhood Commercial 0.1 0.3 25 0.0021 0.0007 Future290-23-053 NHMX 159,663.43 3.67 Neighborhood Commercial 0.1 0.3 25 0.0141 0.0048 Future 290-23-049 NHMX 84,194.27 1.93 Neighborhood Commercial 0.1 0.3 25 0.0074 0.0025 Future290-23-071 NHMX 46,444.96 1.07 Neighborhood Commercial 0.1 0.3 25 0.0041 0.0014 Future293-02-036 NHMX 61,913.63 1.42 Neighborhood Commercial 0.1 0.3 25 0.0055 0.0019 Future269-20-020 CMXU 5,784.49 0.13 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-28-061 CMXU 25,783.00 0.59 Community Commercial 0.1 0.4 25 0.0023 0.0010 Future 269-20-099 CMXU 3,996.19 0.09 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-075 CMXU 3,608.44 0.08 Community Commercial 0.1 0.4 25 0.0003 0.0001 Future 269-28-024 CMXU 9,180.95 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 269-20-101 CMXU 3,758.41 0.09 Community Commercial 0.1 0.4 25 0.0003 0.0002 Future 224-26-050 CMXU 10,726.43 0.25 Community Commercial 0.1 0.4 25 0.0009 0.0004 Future 293-02-025 NHMX 17,597.17 0.40 Neighborhood Commercial 0.1 0.3 25 0.0016 0.0005 Future293-02-029 NHMX 15,975.24 0.37 Neighborhood Commercial 0.1 0.3 25 0.0014 0.0005 Future293-02-021 NHMX 29,723.03 0.68 Neighborhood Commercial 0.1 0.3 25 0.0026 0.0009 Future293-25-037 NHMX 22,463.73 0.52 Neighborhood Commercial 0.1 0.3 25 0.0020 0.0007 Future104-14-095 LDRD 46,270.51 1.06 Office: 100% 0.1 0.85 0 0.0000 0.0039 Future 104-14-024 LDRD 31,233.37 0.72 Office: 100% 0.1 0.85 0 0.0000 0.0027 Future 104-14-096 LDRD 21,592.89 0.50 Office: 100% 0.1 0.85 0 0.0000 0.0018 Future 104-16-112 RGCO 910,541.85 20.90 Regional Commercial 0.1 0.5 0 0.0000 0.0455 Future 104-16-111 RGCO 131,271.33 3.01 Regional Commercial 0.1 0.5 0 0.0000 0.0066 Future 104-50-025 LDRD 359,669.04 8.26 Office: 100% 0.1 0.85 0 0.0000 0.0306 Future 296-20-003 RGCO 28,882.37 0.66 Regional Commercial 0.1 0.5 0 0.0000 0.0014 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
296-20-011 RGCO 111,910.33 2.57 Regional Commercial 0.1 0.5 0 0.0000 0.0056 Future 104-52-024 LDRD 523,726.09 12.02 Office: 100% 0.1 0.85 0 0.0000 0.0445 Future 104-52-023 HDRD 942,817.65 21.64 Office 0.15 1.25 0 0.0000 0.1768 Future 290-39-050 PUQP 16,357.67 0.38 Public/Institutional 0.21 0.2 0 0.0000 0.0007 Future 296-21-010 RGCO 100,277.78 2.30 Regional Commercial 0.1 0.5 0 0.0000 0.0050 Future 296-21-009 RGCO 28,038.05 0.64 Regional Commercial 0.1 0.5 0 0.0000 0.0014 Future 296-21-008 RGCO 28,053.03 0.64 Regional Commercial 0.1 0.5 0 0.0000 0.0014 Future 296-21-007 RGCO 25,832.30 0.59 Regional Commercial 0.1 0.5 0 0.0000 0.0013 Future 296-21-005 RGCO 19,411.04 0.45 Regional Commercial 0.1 0.5 0 0.0000 0.0010 Future 296-21-006 RGCO 19,507.52 0.45 Regional Commercial 0.1 0.5 0 0.0000 0.0010 Future 296-20-004 RGCO 45,412.92 1.04 Regional Commercial 0.1 0.5 0 0.0000 0.0023 Future 296-34-017 RGCO 82,216.67 1.89 Regional Commercial 0.1 0.5 0 0.0000 0.0041 Future 296-34-018 RGCO 39,059.89 0.90 Regional Commercial 0.1 0.5 0 0.0000 0.0020 Future 224-29-017 CMXU 7,496.67 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 216-28-113 LHIN 143,382.91 3.29 Light Industrial 0.15 0.85 0 0.0000 0.0183 Future 216-28-126 LHIN 191,506.23 4.40 Light Industrial 0.15 0.85 0 0.0000 0.0244 Future 294-18-034 NHMX 22,695.80 0.52 Neighborhood Commercial 0.1 0.3 25 0.0020 0.0007 Future296-17-036 RGCO 11,138.36 0.26 Regional Commercial 0.1 0.5 0 0.0000 0.0006 Future 296-17-001 RGCO 16,631.96 0.38 Regional Commercial 0.1 0.5 0 0.0000 0.0008 Future 296-17-037 RGCO 9,679.83 0.22 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 296-20-005 RGCO 17,441.64 0.40 Regional Commercial 0.1 0.5 0 0.0000 0.0009 Future 296-21-030 RGCO 33,437.98 0.77 Regional Commercial 0.1 0.5 0 0.0000 0.0017 Future 296-21-011 RGCO 17,214.11 0.40 Regional Commercial 0.1 0.5 0 0.0000 0.0009 Future 296-21-012 RGCO 49,573.01 1.14 Regional Commercial 0.1 0.5 0 0.0000 0.0025 Future 296-37-030 RGCO 71,651.08 1.64 Regional Commercial 0.1 0.5 0 0.0000 0.0036 Future 296-37-031 RGCO 47,537.77 1.09 Regional Commercial 0.1 0.5 0 0.0000 0.0024 Future 296-34-015 RGCO 135,803.85 3.12 Regional Commercial 0.1 0.5 0 0.0000 0.0068 Future 296-34-016 RGCO 300,944.07 6.91 Regional Commercial 0.1 0.5 0 0.0000 0.0150 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
104-50-001 LDRD 161,596.64 3.71 Office: 100% 0.1 0.85 0 0.0000 0.0137 Future 230-05-057 RGCO 37,460.68 0.86 Regional Commercial 0.1 0.5 0 0.0000 0.0019 Future 104-01-100 HDRD 896,389.01 20.58 Office 0.15 1.25 0 0.0000 0.1681 Future 104-04-117 LDRD 187,293.35 4.30 Office: 100% 0.1 0.85 0 0.0000 0.0159 Future 104-04-147 LDRD 38,029.74 0.87 Office: 100% 0.1 0.85 0 0.0000 0.0032 Future 104-15-101 LDRD 1,585.42 0.04 Office: 100% 0.1 0.85 0 0.0000 0.0001 Future 104-50-011 LDRD 245,423.15 5.63 Office: 100% 0.1 0.85 0 0.0000 0.0209 Future 104-50-018 LDRD 299,221.75 6.87 Office: 100% 0.1 0.85 0 0.0000 0.0254 Future 104-50-007 LDRD 163,238.01 3.75 Office: 100% 0.1 0.85 0 0.0000 0.0139 Future 104-50-016 LDRD 472,755.41 10.85 Office: 100% 0.1 0.85 0 0.0000 0.0402 Future 104-01-107 HDRD 3,590.42 0.08 Office 0.15 1.25 0 0.0000 0.0007 Future 104-52-026 HDRD 374,809.37 8.60 Office 0.15 1.25 0 0.0000 0.0703 Future 104-04-119 LDRD 159,816.73 3.67 Office: 100% 0.1 0.85 0 0.0000 0.0136 Future 104-04-118 LDRD 175,792.09 4.04 Office: 100% 0.1 0.85 0 0.0000 0.0149 Future 104-43-054 RGCO 170,051.74 3.90 Regional Commercial 0.1 0.5 0 0.0000 0.0085 Future 104-42-017 HDRD 280,398.58 6.44 Office 0.15 1.25 0 0.0000 0.0526 Future 104-04-120 LDRD 166,248.03 3.82 Office: 100% 0.1 0.85 0 0.0000 0.0141 Future 104-16-091 RGCO 162,086.73 3.72 Regional Commercial 0.1 0.5 0 0.0000 0.0081 Future 104-14-120 LDRD 24,376.36 0.56 Office: 100% 0.1 0.85 0 0.0000 0.0021 Future 104-14-121 LDRD 19,520.29 0.45 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 104-14-131 LDRD 19,544.67 0.45 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 104-14-154 LDRD 42,839.05 0.98 Office: 100% 0.1 0.85 0 0.0000 0.0036 Future 104-14-159 LDRD 124,601.55 2.86 Office: 100% 0.1 0.85 0 0.0000 0.0106 Future 104-14-160 LDRD 238,912.02 5.48 Office: 100% 0.1 0.85 0 0.0000 0.0203 Future 104-48-010 HDRD 1,695,829.23 38.93 Office 0.15 1.25 0 0.0000 0.3180 Future 104-38-011 LDRD 157,141.89 3.61 Office: 100% 0.1 0.85 0 0.0000 0.0134 Future 104-16-113 HDRD 609,770.70 14.00 Office 0.15 1.25 0 0.0000 0.1143 Future 104-13-090 LDRD 208,242.04 4.78 Office: 100% 0.1 0.85 0 0.0000 0.0177 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
104-13-091 LDRD 56,780.67 1.30 Office: 100% 0.1 0.85 0 0.0000 0.0048 Future 104-13-094 LDRD 215,698.87 4.95 Office: 100% 0.1 0.85 0 0.0000 0.0183 Future 104-13-095 LDRD 215,831.58 4.95 Office: 100% 0.1 0.85 0 0.0000 0.0183 Future 216-29-116 LHIN 277,119.40 6.36 Light Industrial 0.15 0.85 0 0.0000 0.0353 Future 104-12-180 NHMX 10,379.13 0.24 Neighborhood Commercial 0.1 0.3 25 0.0009 0.0003 Future104-15-087 LDRD 81,123.41 1.86 Office: 100% 0.1 0.85 0 0.0000 0.0069 Future 104-15-061 LDRD 56,001.87 1.29 Office: 100% 0.1 0.85 0 0.0000 0.0048 Future 104-15-047 LDRD 40,392.68 0.93 Office: 100% 0.1 0.85 0 0.0000 0.0034 Future 104-51-004 LDRD 35,579.63 0.82 Office: 100% 0.1 0.85 0 0.0000 0.0030 Future 104-15-127 LDRD 30,658.22 0.70 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 104-15-089 LDRD 58,355.47 1.34 Office: 100% 0.1 0.85 0 0.0000 0.0050 Future 104-51-011 LDRD 27,074.40 0.62 Office: 100% 0.1 0.85 0 0.0000 0.0023 Future 104-15-096 LDRD 54,801.05 1.26 Office: 100% 0.1 0.85 0 0.0000 0.0047 Future 104-51-012 LDRD 27,699.23 0.64 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-15-114 LDRD 10,746.71 0.25 Office: 100% 0.1 0.85 0 0.0000 0.0009 Future 104-51-003 LDRD 32,105.77 0.74 Office: 100% 0.1 0.85 0 0.0000 0.0027 Future 104-51-002 LDRD 28,444.71 0.65 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-51-001 LDRD 23,285.21 0.53 Office: 100% 0.1 0.85 0 0.0000 0.0020 Future 104-15-105 LDRD 5,951.68 0.14 Office: 100% 0.1 0.85 0 0.0000 0.0005 Future 104-15-109 LDRD 235,123.60 5.40 Office: 100% 0.1 0.85 0 0.0000 0.0200 Future 104-15-113 LDRD 125,741.82 2.89 Office: 100% 0.1 0.85 0 0.0000 0.0107 Future 104-15-135 LDRD 48,996.33 1.12 Office: 100% 0.1 0.85 0 0.0000 0.0042 Future 104-15-128 LDRD 102,258.97 2.35 Office: 100% 0.1 0.85 0 0.0000 0.0087 Future 104-15-123 LDRD 177,907.28 4.08 Office: 100% 0.1 0.85 0 0.0000 0.0151 Future 104-15-097 LDRD 239,795.76 5.50 Office: 100% 0.1 0.85 0 0.0000 0.0204 Future 104-15-122 LDRD 185,710.26 4.26 Office: 100% 0.1 0.85 0 0.0000 0.0158 Future 104-15-124 LDRD 52,383.65 1.20 Office: 100% 0.1 0.85 0 0.0000 0.0045 Future 104-15-130 LDRD 268,248.12 6.16 Office: 100% 0.1 0.85 0 0.0000 0.0228 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
104-15-134 LDRD 124,677.01 2.86 Office: 100% 0.1 0.85 0 0.0000 0.0106 Future 104-14-091 LDRD 95,797.97 2.20 Office: 100% 0.1 0.85 0 0.0000 0.0081 Future 104-15-133 LDRD 136,626.87 3.14 Office: 100% 0.1 0.85 0 0.0000 0.0116 Future 104-39-012 LDRD 46,027.35 1.06 Office: 100% 0.1 0.85 0 0.0000 0.0039 Future 104-15-132 LDRD 35,477.40 0.81 Office: 100% 0.1 0.85 0 0.0000 0.0030 Future 104-15-125 LDRD 110,690.62 2.54 Office: 100% 0.1 0.85 0 0.0000 0.0094 Future 104-14-125 LDRD 248,197.72 5.70 Office: 100% 0.1 0.85 0 0.0000 0.0211 Future 104-14-158 LDRD 66,441.61 1.53 Office: 100% 0.1 0.85 0 0.0000 0.0056 Future 104-14-068 LDRD 18,508.21 0.42 Office: 100% 0.1 0.85 0 0.0000 0.0016 Future 104-14-089 LDRD 201,639.86 4.63 Office: 100% 0.1 0.85 0 0.0000 0.0171 Future 104-14-142 LDRD 37,016.40 0.85 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 104-14-111 LDRD 27,695.18 0.64 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 104-14-110 LDRD 40,106.86 0.92 Office: 100% 0.1 0.85 0 0.0000 0.0034 Future 104-14-143 LDRD 16,149.72 0.37 Office: 100% 0.1 0.85 0 0.0000 0.0014 Future 104-14-144 LDRD 17,509.25 0.40 Office: 100% 0.1 0.85 0 0.0000 0.0015 Future 104-14-171 LDRD 289,159.69 6.64 Office: 100% 0.1 0.85 0 0.0000 0.0246 Future 104-14-140 LDRD 36,975.96 0.85 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 104-14-139 LDRD 52,502.92 1.21 Office: 100% 0.1 0.85 0 0.0000 0.0045 Future 104-14-168 LDRD 284,381.69 6.53 Office: 100% 0.1 0.85 0 0.0000 0.0242 Future 104-14-166 LDRD 43,576.87 1.00 Office: 100% 0.1 0.85 0 0.0000 0.0037 Future 104-14-170 LDRD 29,087.38 0.67 Office: 100% 0.1 0.85 0 0.0000 0.0025 Future 104-14-133 LDRD 15,395.68 0.35 Office: 100% 0.1 0.85 0 0.0000 0.0013 Future 104-14-114 LDRD 49,019.67 1.13 Office: 100% 0.1 0.85 0 0.0000 0.0042 Future 104-14-161 LDRD 43,451.86 1.00 Office: 100% 0.1 0.85 0 0.0000 0.0037 Future 104-14-132 LDRD 32,756.94 0.75 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 104-14-146 LDRD 43,629.84 1.00 Office: 100% 0.1 0.85 0 0.0000 0.0037 Future 104-14-169 LDRD 169,127.91 3.88 Office: 100% 0.1 0.85 0 0.0000 0.0144 Future 104-14-106 LDRD 66,746.62 1.53 Office: 100% 0.1 0.85 0 0.0000 0.0057 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
104-14-118 LDRD 39,669.06 0.91 Office: 100% 0.1 0.85 0 0.0000 0.0034 Future 104-14-156 LDRD 76,619.12 1.76 Office: 100% 0.1 0.85 0 0.0000 0.0065 Future 104-14-107 LDRD 50,125.41 1.15 Office: 100% 0.1 0.85 0 0.0000 0.0043 Future 104-14-164 LDRD 46,277.09 1.06 Office: 100% 0.1 0.85 0 0.0000 0.0039 Future 104-14-108 LDRD 19,513.18 0.45 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 104-13-097 HDRD 42,636.40 0.98 Office 0.15 1.25 0 0.0000 0.0080 Future 104-14-113 LDRD 24,349.67 0.56 Office: 100% 0.1 0.85 0 0.0000 0.0021 Future 216-48-030 LDRD 78,112.76 1.79 Office: 100% 0.1 0.85 0 0.0000 0.0066 Future 216-32-030 LDRD 90,656.42 2.08 Office: 100% 0.1 0.85 0 0.0000 0.0077 Future 216-48-026 LDRD 53,536.77 1.23 Office: 100% 0.1 0.85 0 0.0000 0.0046 Future 216-46-019 LHIN 73,951.07 1.70 Light Industrial 0.15 0.85 0 0.0000 0.0094 Future 216-48-005 LDRD 97,626.99 2.24 Office: 100% 0.1 0.85 0 0.0000 0.0083 Future 216-48-004 LDRD 94,115.77 2.16 Office: 100% 0.1 0.85 0 0.0000 0.0080 Future 216-48-035 LDRD 111,197.42 2.55 Office: 100% 0.1 0.85 0 0.0000 0.0095 Future 216-32-040 LDRD 361,825.88 8.31 Office: 100% 0.1 0.85 0 0.0000 0.0308 Future 216-32-041 LDRD 74,070.56 1.70 Office: 100% 0.1 0.85 0 0.0000 0.0063 Future 216-48-003 LDRD 131,522.42 3.02 Office: 100% 0.1 0.85 0 0.0000 0.0112 Future 216-29-107 LHIN 147,528.17 3.39 Light Industrial 0.15 0.85 0 0.0000 0.0188 Future 216-29-083 LHIN 43,868.28 1.01 Light Industrial 0.15 0.85 0 0.0000 0.0056 Future 216-49-023 LDRD 151,178.71 3.47 Office: 100% 0.1 0.85 0 0.0000 0.0129 Future 216-01-041 CMXU 27,647.14 0.63 Community Commercial 0.1 0.4 25 0.0024 0.0011 Future 216-01-060 CMXU 63,809.87 1.46 Community Commercial 0.1 0.4 25 0.0056 0.0026 Future 216-01-059 RGMX 38,518.76 0.88 Regional Commercial 0.1 0.5 40 0.0054 0.0019 Future 216-01-051 CMXU 28,186.25 0.65 Community Commercial 0.1 0.4 25 0.0025 0.0011 Future 290-39-034 NHMX 19,585.27 0.45 Neighborhood Commercial 0.1 0.3 25 0.0017 0.0006 Future290-39-033 NHMX 19,583.68 0.45 Neighborhood Commercial 0.1 0.3 25 0.0017 0.0006 Future290-08-010 CMXU 15,857.59 0.36 Community Commercial 0.1 0.4 25 0.0014 0.0006 Future 290-08-141 CMXU 17,637.41 0.40 Community Commercial 0.1 0.4 25 0.0016 0.0007 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
290-08-135 CMXU 21,723.07 0.50 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 216-26-027 MDRE 12,224.97 0.28 Medium Density Residential 154 0 25 0.0011 0.0000 Future 216-26-028 MDRE 13,090.94 0.30 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-029 MDRE 14,020.44 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-030 MDRE 13,942.08 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-031 MDRE 13,941.47 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-032 MDRE 13,927.52 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-033 MDRE 13,913.87 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-034 MDRE 13,899.89 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-035 MDRE 13,896.39 0.32 Medium Density Residential 154 0 25 0.0012 0.0000 Future 216-26-036 MDRE 27,978.65 0.64 Medium Density Residential 154 0 25 0.0025 0.0000 Future 216-48-025 LDRD 71,026.36 1.63 Office: 100% 0.1 0.85 0 0.0000 0.0060 Future 216-29-106 LHIN 93,596.65 2.15 Light Industrial 0.15 0.85 0 0.0000 0.0119 Future 213-37-015 RGMX 43,810.63 1.01 Regional Commercial 0.1 0.5 40 0.0062 0.0022 Future 313-05-012 RGMX 51,476.79 1.18 Regional Commercial 0.1 0.5 40 0.0073 0.0026 Future 224-09-173 LHIN 20,081.82 0.46 Light Industrial 0.15 0.85 0 0.0000 0.0026 Future 224-09-178 HDRD 320,161.58 7.35 Office 0.15 1.25 0 0.0000 0.0600 Future 224-47-011 HDRD 147,038.83 3.38 Office 0.15 1.25 0 0.0000 0.0276 Future 269-28-029 CMXU 12,611.17 0.29 Community Commercial 0.1 0.4 25 0.0011 0.0005 Future 269-20-000 CMXU 13,257.80 0.30 Community Commercial 0.1 0.4 25 0.0012 0.0005 Future 269-16-081 LDRE 40,665.93 0.93 Low Density Residential 245 25 25 0.0057 0.0000 Future269-05-058 CMXU 5,066.77 0.12 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 224-08-146 LDRD 242,279.02 5.56 Office: 100% 0.1 0.85 0 0.0000 0.0206 Future 224-42-001 LDRD 56,303.38 1.29 Office: 100% 0.1 0.85 0 0.0000 0.0048 Future 224-42-011 LDRD 27,425.81 0.63 Office: 100% 0.1 0.85 0 0.0000 0.0023 Future 224-42-010 LDRD 29,601.66 0.68 Office: 100% 0.1 0.85 0 0.0000 0.0025 Future 224-47-010 HDRD 90,447.13 2.08 Office 0.15 1.25 0 0.0000 0.0170 Future 224-09-168 LDRD 141,873.70 3.26 Office: 100% 0.1 0.85 0 0.0000 0.0121 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-09-176 LDRD 37,256.71 0.86 Office: 100% 0.1 0.85 0 0.0000 0.0032 Future 224-09-175 LDRD 51,330.24 1.18 Office: 100% 0.1 0.85 0 0.0000 0.0044 Future 224-47-009 HDRD 88,616.97 2.03 Office 0.15 1.25 0 0.0000 0.0166 Future 224-47-018 HDRD 187,994.16 4.32 Office 0.15 1.25 0 0.0000 0.0352 Future 269-26-092 CMXU 5,045.57 0.12 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-065 CMXU 26,816.67 0.62 Community Commercial 0.1 0.4 25 0.0024 0.0011 Future 269-28-028 CMXU 6,806.80 0.16 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 269-26-079 CMXU 5,538.36 0.13 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-26-120 CMXU 5,411.85 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-26-084 CMXU 9,310.59 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 269-26-081 CMXU 7,925.53 0.18 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-20-065 CMXU 11,043.91 0.25 Community Commercial 0.1 0.4 25 0.0010 0.0004 Future 269-26-082 CMXU 5,078.92 0.12 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-011 CMXU 3,873.44 0.09 Community Commercial 0.1 0.4 25 0.0003 0.0002 Future 269-20-053 CMXU 10,883.87 0.25 Community Commercial 0.1 0.4 25 0.0010 0.0004 Future 269-26-121 CMXU 8,170.95 0.19 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-20-037 CMXU 10,487.24 0.24 Community Commercial 0.1 0.4 25 0.0009 0.0004 Future 294-01-003 CMXU 19,029.93 0.44 Community Commercial 0.1 0.4 25 0.0017 0.0008 Future 294-01-006 CMXU 18,958.54 0.44 Community Commercial 0.1 0.4 25 0.0017 0.0008 Future 269-28-012 CMXU 4,638.02 0.11 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-20-038 CMXU 6,308.92 0.14 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 269-20-039 CMXU 6,131.89 0.14 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-28-067 CMXU 4,940.43 0.11 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-066 CMXU 4,782.93 0.11 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-20-098 CMXU 3,747.28 0.09 Community Commercial 0.1 0.4 25 0.0003 0.0001 Future 269-20-021 CMXU 5,648.19 0.13 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-20-100 CMXU 3,521.06 0.08 Community Commercial 0.1 0.4 25 0.0003 0.0001 Future 269-28-018 CMXU 6,061.11 0.14 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
269-28-025 CMXU 4,653.62 0.11 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-074 CMXU 4,009.02 0.09 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-28-015 CMXU 7,590.17 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-28-054 CMXU 3,855.92 0.09 Community Commercial 0.1 0.4 25 0.0003 0.0002 Future 269-28-073 CMXU 8,234.43 0.19 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-16-034 CMXU 40,806.52 0.94 Community Commercial 0.1 0.4 25 0.0036 0.0016 Future 294-36-001 RGCO 9,162.97 0.21 Regional Commercial 0.1 0.5 0 0.0000 0.0005 Future 294-35-021 RGCO 8,695.67 0.20 Regional Commercial 0.1 0.5 0 0.0000 0.0004 Future 294-36-002 MDRE 9,312.85 0.21 Medium Density Residential 154 0 25 0.0008 0.0000 Future294-35-020 MDRE 8,936.77 0.21 Medium Density Residential 154 0 25 0.0008 0.0000 Future 294-39-010 CMXU 25,661.70 0.59 Community Commercial 0.1 0.4 25 0.0023 0.0010 Future 294-39-004 CMXU 6,113.49 0.14 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 294-39-009 CMXU 25,319.39 0.58 Community Commercial 0.1 0.4 25 0.0022 0.0010 Future 294-35-023 RGCO 108,335.81 2.49 Regional Commercial 0.1 0.5 0 0.0000 0.0054 Future 294-39-002 CMXU 44,529.78 1.02 Community Commercial 0.1 0.4 25 0.0039 0.0018 Future 294-39-001 CMXU 127,776.81 2.93 Community Commercial 0.1 0.4 25 0.0113 0.0051 Future 294-35-025 RGCO 78,581.26 1.80 Regional Commercial 0.1 0.5 0 0.0000 0.0039 Future 294-01-015 CMXU 132,726.89 3.05 Community Commercial 0.1 0.4 25 0.0117 0.0053 Future 294-01-004 CMXU 22,443.42 0.52 Community Commercial 0.1 0.4 25 0.0020 0.0009 Future 294-01-011 CMXU 23,291.59 0.53 Community Commercial 0.1 0.4 25 0.0021 0.0009 Future 294-18-035 NHMX 395,927.79 9.09 Neighborhood Commercial 0.1 0.3 25 0.0350 0.0119 Future 216-29-059 LHIN 80,632.00 1.85 Light Industrial 0.15 0.85 0 0.0000 0.0103 Future 216-46-002 HDRD 183,201.72 4.21 Office 0.15 1.25 0 0.0000 0.0344 Future 216-49-017 LDRD 155,505.49 3.57 Office: 100% 0.1 0.85 0 0.0000 0.0132 Future 216-49-019 LDRD 166,629.95 3.83 Office: 100% 0.1 0.85 0 0.0000 0.0142 Future 216-49-018 LDRD 149,900.69 3.44 Office: 100% 0.1 0.85 0 0.0000 0.0127 Future 216-31-063 LDRD 89,829.40 2.06 Office: 100% 0.1 0.85 0 0.0000 0.0076 Future 224-28-064 CMXU 25,154.69 0.58 Community Commercial 0.1 0.4 25 0.0022 0.0010 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
294-01-010 CMXU 114,948.89 2.64 Community Commercial 0.1 0.4 25 0.0102 0.0046 Future 294-18-031 NHMX 13,733.57 0.32 Neighborhood Commercial 0.1 0.3 25 0.0012 0.0004 Future269-16-083 LDRE 21,969.79 0.50 Low Density Residential 245 25 25 0.0031 0.0000 Future269-16-082 LDRE 6,750.64 0.15 Low Density Residential 245 25 25 0.0009 0.0000 Future316-19-032 RGCO 39,604.73 0.91 Regional Commercial 0.1 0.5 0 0.0000 0.0020 Future 313-06-003 RGMX 29,253.05 0.67 Regional Commercial 0.1 0.5 40 0.0041 0.0015 Future 313-05-010 RGMX 29,601.59 0.68 Regional Commercial 0.1 0.5 40 0.0042 0.0015 Future 313-05-011 RGMX 56,183.00 1.29 Regional Commercial 0.1 0.5 40 0.0079 0.0028 Future 205-38-023 DHRE 87,447.39 2.01 High Density Residential 154 40 40 0.0124 0.0000 Future 205-38-021 DHRE 194,466.58 4.46 High Density Residential 154 40 40 0.0275 0.0000 Future 205-38-024 DHRE 82,952.93 1.90 High Density Residential 154 40 40 0.0117 0.0000 Future 205-38-001 DHRE 35,017.13 0.80 High Density Residential 154 40 40 0.0050 0.0000 Future 205-38-007 DHRE 39,416.06 0.90 High Density Residential 154 40 40 0.0056 0.0000 Future 205-38-008 DHRE 39,857.56 0.92 High Density Residential 154 40 40 0.0056 0.0000 Future 205-38-022 DHRE 76,671.09 1.76 High Density Residential 154 40 40 0.0108 0.0000 Future 205-38-020 DHRE 24,243.28 0.56 High Density Residential 154 40 40 0.0034 0.0000 Future 230-08-021 LDRE 10,700.73 0.25 Low Density Residential 245 25 25 0.0015 0.0000 Future216-28-094 LDRD 152,700.83 3.51 Office: 100% 0.1 0.85 0 0.0000 0.0130 Future 230-06-049 RGMX 131,470.74 3.02 Regional Commercial 0.1 0.5 40 0.0186 0.0066 Future 230-06-048 RGMX 33,651.84 0.77 Regional Commercial 0.1 0.5 40 0.0048 0.0017 Future 205-39-002 DHRE 109,402.55 2.51 High Density Residential 154 40 40 0.0155 0.0000 Future 205-39-024 MDRE 29,086.65 0.67 Medium Density Residential 154 0 25 0.0026 0.0000 Future 269-01-085 CMXU 53,012.27 1.22 Community Commercial 0.1 0.4 25 0.0047 0.0021 Future 269-02-077 CMXU 30,191.78 0.69 Community Commercial 0.1 0.4 25 0.0027 0.0012 Future 269-02-078 CMXU 13,026.73 0.30 Community Commercial 0.1 0.4 25 0.0012 0.0005 Future 269-02-080 CMXU 10,578.66 0.24 Community Commercial 0.1 0.4 25 0.0009 0.0004 Future 230-06-033 RGMX 548,274.30 12.59 Regional Commercial 0.1 0.5 40 0.0775 0.0274 Future 213-35-032 RGMX 50,554.93 1.16 Regional Commercial 0.1 0.5 40 0.0071 0.0025 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
213-35-035 RGMX 95,178.19 2.18 Regional Commercial 0.1 0.5 40 0.0135 0.0048 Future 274-43-059 RGCO 19,161.77 0.44 Regional Commercial 0.1 0.5 0 0.0000 0.0010 Future 224-49-010 CMXU 60,265.32 1.38 Community Commercial 0.1 0.4 25 0.0053 0.0024 Future 230-08-018 LDRE 21,973.57 0.50 Low Density Residential 245 25 25 0.0031 0.0000 Future230-08-019 LDRE 9,003.59 0.21 Low Density Residential 245 25 25 0.0013 0.0000 Future230-08-020 LDRE 6,561.48 0.15 Low Density Residential 245 25 25 0.0009 0.0000 Future216-28-083 LDRD 214,833.40 4.93 Office: 100% 0.1 0.85 0 0.0000 0.0183 Future 216-48-032 LDRD 55,403.94 1.27 Office: 100% 0.1 0.85 0 0.0000 0.0047 Future 216-48-029 LDRD 85,689.32 1.97 Office: 100% 0.1 0.85 0 0.0000 0.0073 Future 224-04-071 HYIN 322,762.73 7.41 Heavy Industrial 0.15 1.25 0 0.0000 0.0605 Future 224-10-119 LDRD 180,002.68 4.13 Office: 100% 0.1 0.85 0 0.0000 0.0153 Future 224-10-069 LDRD 94,509.08 2.17 Office: 100% 0.1 0.85 0 0.0000 0.0080 Future 224-10-130 LDRD 58,158.84 1.34 Office: 100% 0.1 0.85 0 0.0000 0.0049 Future 224-10-107 LDRD 30,686.39 0.70 Office: 100% 0.1 0.85 0 0.0000 0.0026 Future 224-10-106 LDRD 19,213.62 0.44 Office: 100% 0.1 0.85 0 0.0000 0.0016 Future 224-10-105 LDRD 148,684.73 3.41 Office: 100% 0.1 0.85 0 0.0000 0.0126 Future 224-10-080 LDRD 61,246.48 1.41 Office: 100% 0.1 0.85 0 0.0000 0.0052 Future 224-10-118 LDRD 77,019.71 1.77 Office: 100% 0.1 0.85 0 0.0000 0.0065 Future 224-10-066 LDRD 32,927.93 0.76 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 224-10-068 LDRD 37,041.51 0.85 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 224-10-067 LDRD 36,958.61 0.85 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 224-11-064 LDRD 411,756.58 9.45 Office: 100% 0.1 0.85 0 0.0000 0.0350 Future 224-11-063 LDRD 280,884.22 6.45 Office: 100% 0.1 0.85 0 0.0000 0.0239 Future 224-58-001 PUQP 414,248.77 9.51 Public/Institutional 0.21 0.2 0 0.0000 0.0174 Future 224-57-008 LDRD 35,388.10 0.81 Office: 100% 0.1 0.85 0 0.0000 0.0030 Future 224-45-009 LDRD 35,765.74 0.82 Office: 100% 0.1 0.85 0 0.0000 0.0030 Future 230-07-014 LDRE 5,533.35 0.13 Low Density Residential 245 25 25 0.0008 0.0000 Future230-07-047 LDRE 22,778.52 0.52 Low Density Residential 245 25 25 0.0032 0.0000 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
230-07-048 LDRE 7,214.30 0.17 Low Density Residential 245 25 25 0.0010 0.0000 Future230-07-045 LDRE 8,284.00 0.19 Low Density Residential 245 25 25 0.0012 0.0000 Future230-07-046 LDRE 4,658.13 0.11 Low Density Residential 245 25 25 0.0007 0.0000 Future230-06-042 PUQP 520,830.24 11.96 Public/Institutional 0.21 0.2 0 0.0000 0.0219 Future 269-05-011 CMXU 5,249.97 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-05-056 CMXU 5,223.89 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-05-003 CMXU 5,049.62 0.12 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-05-091 MDRE 8,193.12 0.19 Medium Density Residential 154 0 25 0.0007 0.0000 Future 269-05-093 CMXU 16,596.41 0.38 Community Commercial 0.1 0.4 25 0.0015 0.0007 Future 230-09-017 RGMX 52,635.73 1.21 Regional Commercial 0.1 0.5 40 0.0074 0.0026 Future 230-09-020 RGMX 481,376.41 11.05 Regional Commercial 0.1 0.5 40 0.0681 0.0241 Future 230-08-061 RGMX 31,261.22 0.72 Regional Commercial 0.1 0.5 40 0.0044 0.0016 Future 230-08-078 RGMX 89,580.36 2.06 Regional Commercial 0.1 0.5 40 0.0127 0.0045 Future 269-02-039 CMXU 5,529.70 0.13 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-02-006 CMXU 5,458.81 0.13 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-02-008 CMXU 5,100.25 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 269-02-082 CMXU 6,828.27 0.16 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 269-03-003 CMXU 7,875.27 0.18 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-02-005 CMXU 7,968.31 0.18 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-02-004 CMXU 7,979.70 0.18 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 269-03-004 CMXU 11,000.36 0.25 Community Commercial 0.1 0.4 25 0.0010 0.0004 Future 269-03-006 CMXU 4,000.14 0.09 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 269-02-079 CMXU 8,975.61 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 269-03-132 CMXU 1,564.90 0.04 Community Commercial 0.1 0.4 25 0.0001 0.0001 Future 269-03-051 CMXU 23,569.95 0.54 Community Commercial 0.1 0.4 25 0.0021 0.0009 Future 269-02-083 CMXU 34,085.10 0.78 Community Commercial 0.1 0.4 25 0.0030 0.0014 Future 216-28-062 LHIN 85,429.32 1.96 Light Industrial 0.15 0.85 0 0.0000 0.0109 Future 216-28-091 LDRD 84,980.10 1.95 Office: 100% 0.1 0.85 0 0.0000 0.0072 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
216-28-092 LDRD 11,676.99 0.27 Office: 100% 0.1 0.85 0 0.0000 0.0010 Future 216-28-093 LDRD 5,193.89 0.12 Office: 100% 0.1 0.85 0 0.0000 0.0004 Future 216-28-103 LDRD 125,080.84 2.87 Office: 100% 0.1 0.85 0 0.0000 0.0106 Future 216-28-102 LDRD 265,103.47 6.09 Office: 100% 0.1 0.85 0 0.0000 0.0225 Future 216-28-127 LHIN 223,792.30 5.14 Light Industrial 0.15 0.85 0 0.0000 0.0285 Future 216-28-044 LHIN 108,141.49 2.48 Light Industrial 0.15 0.85 0 0.0000 0.0138 Future 216-28-089 LDRD 256,220.27 5.88 Office: 100% 0.1 0.85 0 0.0000 0.0218 Future 216-28-090 LDRD 7,325.70 0.17 Office: 100% 0.1 0.85 0 0.0000 0.0006 Future 216-28-084 LDRD 7,511.17 0.17 Office: 100% 0.1 0.85 0 0.0000 0.0006 Future 216-28-055 LHIN 82,516.42 1.89 Light Industrial 0.15 0.85 0 0.0000 0.0105 Future 216-28-047 LHIN 53,122.75 1.22 Light Industrial 0.15 0.85 0 0.0000 0.0068 Future 224-06-169 LDRD 20,348.77 0.47 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 224-06-149 LDRD 56,242.08 1.29 Office: 100% 0.1 0.85 0 0.0000 0.0048 Future 224-06-142 LDRD 35,499.06 0.81 Office: 100% 0.1 0.85 0 0.0000 0.0030 Future 216-26-070 MDRE 36,540.64 0.84 Medium Density Residential 154 0 25 0.0032 0.0000 Future 216-28-115 LHIN 137,562.20 3.16 Light Industrial 0.15 0.85 0 0.0000 0.0175 Future 216-31-069 LDRD 125,038.39 2.87 Office: 100% 0.1 0.85 0 0.0000 0.0106 Future 216-30-053 HDRD 128,918.91 2.96 Office 0.15 1.25 0 0.0000 0.0242 Future 216-30-042 HDRD 23,650.32 0.54 Office 0.15 1.25 0 0.0000 0.0044 Future 216-31-068 LDRD 236,103.75 5.42 Office: 100% 0.1 0.85 0 0.0000 0.0201 Future 216-30-044 HDRD 61,150.67 1.40 Office 0.15 1.25 0 0.0000 0.0115 Future 216-30-043 HDRD 19,180.76 0.44 Office 0.15 1.25 0 0.0000 0.0036 Future 224-65-010 LDRD 546,769.64 12.55 Office: 100% 0.1 0.85 0 0.0000 0.0465 Future 216-26-042 MDRE 12,284.17 0.28 Medium Density Residential 154 0 25 0.0011 0.0000 Future 216-26-041 MDRE 14,342.90 0.33 Medium Density Residential 154 0 25 0.0013 0.0000 Future 216-26-040 MDRE 14,354.33 0.33 Medium Density Residential 154 0 25 0.0013 0.0000 Future 216-26-043 MDRE 14,269.73 0.33 Medium Density Residential 154 0 25 0.0013 0.0000 Future 216-26-039 MDRE 28,745.58 0.66 Medium Density Residential 154 0 25 0.0025 0.0000 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
216-26-038 MDRE 14,391.60 0.33 Medium Density Residential 154 0 25 0.0013 0.0000 Future 216-26-037 MDRE 16,815.24 0.39 Medium Density Residential 154 0 25 0.0015 0.0000 Future 224-71-006 LDRD 3,156.19 0.07 Office: 100% 0.1 0.85 0 0.0000 0.0003 Future 269-20-062 CMXU 1,790.65 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 269-20-061 CMXU 1,732.17 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 269-20-060 CMXU 1,722.60 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 269-20-059 CMXU 1,722.33 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 269-20-058 CMXU 1,732.82 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 269-20-057 CMXU 1,790.54 0.04 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 216-50-005 LDRD 7,974.91 0.18 Office: 100% 0.1 0.85 0 0.0000 0.0007 Future 269-05-104 CMXU 659.00 0.02 Community Commercial 0.1 0.4 25 0.0001 0.0000 Future 216-28-114 LHIN 138,163.27 3.17 Light Industrial 0.15 0.85 0 0.0000 0.0176 Future 216-48-031 LDRD 795,820.37 18.27 Office: 100% 0.1 0.85 0 0.0000 0.0676 Future 216-48-006 LDRD 75,580.15 1.74 Office: 100% 0.1 0.85 0 0.0000 0.0064 Future 216-31-032 RGCO 44,669.28 1.03 Regional Commercial 0.1 0.5 0 0.0000 0.0022 Future 216-31-072 HDRD 21,880.32 0.50 Office 0.15 1.25 0 0.0000 0.0041 Future 216-31-071 HDRD 57,595.21 1.32 Office 0.15 1.25 0 0.0000 0.0108 Future 216-26-073 MDRE 30,638.70 0.70 Medium Density Residential 154 0 25 0.0027 0.0000 Future 224-06-146 LDRD 6,350.31 0.15 Office: 100% 0.1 0.85 0 0.0000 0.0005 Future 224-06-175 LDRD 5,020.27 0.12 Office: 100% 0.1 0.85 0 0.0000 0.0004 Future 224-06-085 LDRD 36,326.27 0.83 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 224-06-119 LDRD 18,751.84 0.43 Office: 100% 0.1 0.85 0 0.0000 0.0016 Future 224-06-120 LDRD 2,271.83 0.05 Office: 100% 0.1 0.85 0 0.0000 0.0002 Future 224-28-039 CMXU 9,300.57 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 224-29-008 CMXU 7,826.61 0.18 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-29-023 CMXU 6,795.49 0.16 Community Commercial 0.1 0.4 25 0.0006 0.0003 Future 224-29-009 CMXU 8,474.60 0.19 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-29-010 CMXU 11,433.43 0.26 Community Commercial 0.1 0.4 25 0.0010 0.0005 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-29-016 CMXU 7,496.72 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 216-31-062 LDRD 113,507.12 2.61 Office: 100% 0.1 0.85 0 0.0000 0.0096 Future 216-30-050 HDRD 43,557.94 1.00 Office 0.15 1.25 0 0.0000 0.0082 Future 216-30-057 HDRD 38,594.54 0.89 Office 0.15 1.25 0 0.0000 0.0072 Future 216-31-070 LDRD 105,255.55 2.42 Office: 100% 0.1 0.85 0 0.0000 0.0089 Future 216-30-045 HDRD 5,236.77 0.12 Office 0.15 1.25 0 0.0000 0.0010 Future 216-30-040 LDRD 653,406.10 15.00 Office: 100% 0.1 0.85 0 0.0000 0.0555 Future 216-28-081 LHIN 186,276.94 4.28 Light Industrial 0.15 0.85 0 0.0000 0.0238 Future 216-28-109 LHIN 88,943.87 2.04 Light Industrial 0.15 0.85 0 0.0000 0.0113 Future 224-47-020 HDRD 23,418.70 0.54 Office 0.15 1.25 0 0.0000 0.0044 Future 224-28-068 CMXU 5,239.94 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 224-26-055 CMXU 9,006.06 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 224-28-037 CMXU 4,034.10 0.09 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 224-28-036 CMXU 4,034.77 0.09 Community Commercial 0.1 0.4 25 0.0004 0.0002 Future 216-01-056 RGMX 15,712.15 0.36 Regional Commercial 0.1 0.5 40 0.0022 0.0008 Future 216-01-044 CMXU 21,689.08 0.50 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 216-01-042 RGMX 14,775.77 0.34 Regional Commercial 0.1 0.5 40 0.0021 0.0007 Future 216-01-058 RGMX 54,219.09 1.24 Regional Commercial 0.1 0.5 40 0.0077 0.0027 Future 104-42-018 HDRD 325,210.13 7.47 Office 0.15 1.25 0 0.0000 0.0610 Future 104-13-083 LDRD 249,231.13 5.72 Office: 100% 0.1 0.85 0 0.0000 0.0212 Future 104-13-085 LDRD 130,494.37 3.00 Office: 100% 0.1 0.85 0 0.0000 0.0111 Future 290-10-068 CMXU 17,341.17 0.40 Community Commercial 0.1 0.4 25 0.0015 0.0007 Future 224-08-049 HDRD 98,542.70 2.26 Office 0.15 1.25 0 0.0000 0.0185 Future 224-08-119 LDRD 68,705.01 1.58 Office: 100% 0.1 0.85 0 0.0000 0.0058 Future 224-08-120 LDRD 64,431.51 1.48 Office: 100% 0.1 0.85 0 0.0000 0.0055 Future 224-08-151 HDRD 89,600.68 2.06 Office 0.15 1.25 0 0.0000 0.0168 Future 290-10-031 CMXU 15,120.32 0.35 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 290-10-096 RGMX 920,253.35 21.13 Regional Commercial 0.1 0.5 40 0.1301 0.0460 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
290-10-028 RGMX 42,075.24 0.97 Regional Commercial 0.1 0.5 40 0.0060 0.0021 Future 290-10-078 RGMX 41,167.15 0.95 Regional Commercial 0.1 0.5 40 0.0058 0.0021 Future 290-08-136 CMXU 21,499.91 0.49 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 290-08-109 CMXU 21,499.92 0.49 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 290-08-116 CMXU 21,499.74 0.49 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 290-08-137 CMXU 21,154.45 0.49 Community Commercial 0.1 0.4 25 0.0019 0.0008 Future 290-08-153 CMXU 28,068.52 0.64 Community Commercial 0.1 0.4 25 0.0025 0.0011 Future 290-08-152 CMXU 33,051.55 0.76 Community Commercial 0.1 0.4 25 0.0029 0.0013 Future 290-07-138 CMXU 52,654.99 1.21 Community Commercial 0.1 0.4 25 0.0047 0.0021 Future 224-06-130 LDRD 40,600.66 0.93 Office: 100% 0.1 0.85 0 0.0000 0.0035 Future 224-06-166 LDRD 86,532.24 1.99 Office: 100% 0.1 0.85 0 0.0000 0.0074 Future 224-06-165 LDRD 66,796.10 1.53 Office: 100% 0.1 0.85 0 0.0000 0.0057 Future 224-06-127 LDRD 39,269.31 0.90 Office: 100% 0.1 0.85 0 0.0000 0.0033 Future 224-06-150 LDRD 19,193.90 0.44 Office: 100% 0.1 0.85 0 0.0000 0.0016 Future 224-06-176 LDRD 36,651.21 0.84 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 224-10-117 LDRD 288,521.71 6.62 Office: 100% 0.1 0.85 0 0.0000 0.0245 Future 224-10-098 LDRD 83,754.38 1.92 Office: 100% 0.1 0.85 0 0.0000 0.0071 Future 224-35-017 HYIN 207,087.34 4.75 Heavy Industrial 0.15 1.25 0 0.0000 0.0388 Future 224-10-097 LDRD 87,984.01 2.02 Office: 100% 0.1 0.85 0 0.0000 0.0075 Future 224-61-002 LDRD 44,428.12 1.02 Office: 100% 0.1 0.85 0 0.0000 0.0038 Future 224-61-007 LDRD 26,414.71 0.61 Office: 100% 0.1 0.85 0 0.0000 0.0022 Future 224-61-008 LDRD 25,675.79 0.59 Office: 100% 0.1 0.85 0 0.0000 0.0022 Future 224-10-115 LDRD 73,391.17 1.68 Office: 100% 0.1 0.85 0 0.0000 0.0062 Future 224-61-001 LDRD 16,149.31 0.37 Office: 100% 0.1 0.85 0 0.0000 0.0014 Future 224-61-003 LDRD 8,601.44 0.20 Office: 100% 0.1 0.85 0 0.0000 0.0007 Future 224-61-004 LDRD 64,004.31 1.47 Office: 100% 0.1 0.85 0 0.0000 0.0054 Future 224-10-121 LDRD 204,760.26 4.70 Office: 100% 0.1 0.85 0 0.0000 0.0174 Future 224-60-013 HYIN 118,217.10 2.71 Heavy Industrial 0.15 1.25 0 0.0000 0.0222 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-10-126 LDRD 188,685.04 4.33 Office: 100% 0.1 0.85 0 0.0000 0.0160 Future 224-10-057 LDRD 72,205.64 1.66 Office: 100% 0.1 0.85 0 0.0000 0.0061 Future 224-61-009 LDRD 62,780.64 1.44 Office: 100% 0.1 0.85 0 0.0000 0.0053 Future 224-10-122 LDRD 137,809.08 3.16 Office: 100% 0.1 0.85 0 0.0000 0.0117 Future 224-10-123 LDRD 27,813.12 0.64 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 224-10-125 LDRD 96,709.30 2.22 Office: 100% 0.1 0.85 0 0.0000 0.0082 Future 224-60-014 HYIN 189,025.30 4.34 Heavy Industrial 0.15 1.25 0 0.0000 0.0354 Future 224-61-005 PUQP 147,332.98 3.38 Public/Institutional 0.21 0.2 0 0.0000 0.0062 Future 224-61-006 PUQP 438,706.55 10.07 Public/Institutional 0.21 0.2 0 0.0000 0.0184 Future 224-61-010 LDRD 62,783.57 1.44 Office: 100% 0.1 0.85 0 0.0000 0.0053 Future 224-10-131 LDRD 68,534.53 1.57 Office: 100% 0.1 0.85 0 0.0000 0.0058 Future 224-45-008 LDRD 17,716.99 0.41 Office: 100% 0.1 0.85 0 0.0000 0.0015 Future 224-45-027 LDRD 199,140.76 4.57 Office: 100% 0.1 0.85 0 0.0000 0.0169 Future 224-57-003 LDRD 106,948.39 2.46 Office: 100% 0.1 0.85 0 0.0000 0.0091 Future 224-57-013 LDRD 56,556.82 1.30 Office: 100% 0.1 0.85 0 0.0000 0.0048 Future 224-57-006 LDRD 43,541.19 1.00 Office: 100% 0.1 0.85 0 0.0000 0.0037 Future 224-57-007 LDRD 45,835.48 1.05 Office: 100% 0.1 0.85 0 0.0000 0.0039 Future 224-45-006 LDRD 13,852.82 0.32 Office: 100% 0.1 0.85 0 0.0000 0.0012 Future 224-45-028 LDRD 94,706.79 2.17 Office: 100% 0.1 0.85 0 0.0000 0.0081 Future 224-57-011 LDRD 155,439.63 3.57 Office: 100% 0.1 0.85 0 0.0000 0.0132 Future 224-45-029 LDRD 189,474.75 4.35 Office: 100% 0.1 0.85 0 0.0000 0.0161 Future 224-45-030 LDRD 630,206.01 14.47 Office: 100% 0.1 0.85 0 0.0000 0.0536 Future 224-45-031 LDRD 133,774.51 3.07 Office: 100% 0.1 0.85 0 0.0000 0.0114 Future 224-07-123 LDRD 223,031.31 5.12 Office: 100% 0.1 0.85 0 0.0000 0.0190 Future 224-07-121 LDRD 592,999.10 13.61 Office: 100% 0.1 0.85 0 0.0000 0.0504 Future 224-08-109 LDRD 45,669.11 1.05 Office: 100% 0.1 0.85 0 0.0000 0.0039 Future 224-08-101 LDRD 28,681.23 0.66 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 224-08-102 LDRD 29,091.31 0.67 Office: 100% 0.1 0.85 0 0.0000 0.0025 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-08-058 LDRD 29,720.80 0.68 Office: 100% 0.1 0.85 0 0.0000 0.0025 Future 224-08-092 LDRD 66,219.60 1.52 Office: 100% 0.1 0.85 0 0.0000 0.0056 Future 224-43-003 LDRD 85,296.50 1.96 Office: 100% 0.1 0.85 0 0.0000 0.0073 Future 224-08-147 LDRD 133,093.62 3.06 Office: 100% 0.1 0.85 0 0.0000 0.0113 Future 224-43-002 LDRD 197,082.09 4.52 Office: 100% 0.1 0.85 0 0.0000 0.0168 Future 224-08-085 LDRD 118,687.70 2.72 Office: 100% 0.1 0.85 0 0.0000 0.0101 Future 224-08-132 LDRD 19,701.48 0.45 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 224-08-133 LDRD 20,721.64 0.48 Office: 100% 0.1 0.85 0 0.0000 0.0018 Future 224-08-153 LHIN 336,272.79 7.72 Light Industrial 0.15 0.85 0 0.0000 0.0429 Future 224-08-134 LDRD 59,221.47 1.36 Office: 100% 0.1 0.85 0 0.0000 0.0050 Future 224-42-007 LDRD 36,961.31 0.85 Office: 100% 0.1 0.85 0 0.0000 0.0031 Future 224-08-144 LDRD 79,841.88 1.83 Office: 100% 0.1 0.85 0 0.0000 0.0068 Future 224-08-099 LDRD 57,516.22 1.32 Office: 100% 0.1 0.85 0 0.0000 0.0049 Future 224-08-135 LDRD 25,991.68 0.60 Office: 100% 0.1 0.85 0 0.0000 0.0022 Future 224-08-143 LDRD 16,209.74 0.37 Office: 100% 0.1 0.85 0 0.0000 0.0014 Future 224-08-082 LHIN 264,753.16 6.08 Light Industrial 0.15 0.85 0 0.0000 0.0338 Future 224-08-136 LDRD 20,109.40 0.46 Office: 100% 0.1 0.85 0 0.0000 0.0017 Future 224-08-006 LDRD 43,564.96 1.00 Office: 100% 0.1 0.85 0 0.0000 0.0037 Future 224-42-008 LDRD 42,463.43 0.97 Office: 100% 0.1 0.85 0 0.0000 0.0036 Future 224-08-145 LDRD 58,919.34 1.35 Office: 100% 0.1 0.85 0 0.0000 0.0050 Future 224-09-113 LDRD 320,572.47 7.36 Office: 100% 0.1 0.85 0 0.0000 0.0272 Future 224-08-142 LDRD 33,502.96 0.77 Office: 100% 0.1 0.85 0 0.0000 0.0028 Future 224-08-137 LDRD 20,714.89 0.48 Office: 100% 0.1 0.85 0 0.0000 0.0018 Future 224-08-138 LDRD 25,545.20 0.59 Office: 100% 0.1 0.85 0 0.0000 0.0022 Future 224-08-141 LDRD 31,949.48 0.73 Office: 100% 0.1 0.85 0 0.0000 0.0027 Future 224-08-123 LDRD 22,059.18 0.51 Office: 100% 0.1 0.85 0 0.0000 0.0019 Future 224-42-003 LDRD 84,435.13 1.94 Office: 100% 0.1 0.85 0 0.0000 0.0072 Future 224-08-122 LDRD 24,633.00 0.57 Office: 100% 0.1 0.85 0 0.0000 0.0021 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-08-127 LDRD 28,216.48 0.65 Office: 100% 0.1 0.85 0 0.0000 0.0024 Future 224-08-089 LDRD 53,116.36 1.22 Office: 100% 0.1 0.85 0 0.0000 0.0045 Future 224-09-140 LDRD 89,912.39 2.06 Office: 100% 0.1 0.85 0 0.0000 0.0076 Future 224-42-002 LDRD 41,805.84 0.96 Office: 100% 0.1 0.85 0 0.0000 0.0036 Future 224-65-009 LDRD 228,010.35 5.23 Office: 100% 0.1 0.85 0 0.0000 0.0194 Future 224-15-030 CMXU 5,401.82 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 224-20-094 CMXU 18,193.10 0.42 Community Commercial 0.1 0.4 25 0.0016 0.0007 Future 224-20-095 CMXU 22,728.81 0.52 Community Commercial 0.1 0.4 25 0.0020 0.0009 Future 224-20-096 CMXU 29,526.30 0.68 Community Commercial 0.1 0.4 25 0.0026 0.0012 Future 224-20-081 CMXU 32,679.25 0.75 Community Commercial 0.1 0.4 25 0.0029 0.0013 Future 224-14-114 CMXU 17,491.07 0.40 Community Commercial 0.1 0.4 25 0.0015 0.0007 Future 224-14-094 CMXU 21,945.47 0.50 Community Commercial 0.1 0.4 25 0.0019 0.0009 Future 224-14-109 CMXU 12,329.51 0.28 Community Commercial 0.1 0.4 25 0.0011 0.0005 Future 224-14-110 CMXU 9,560.58 0.22 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 224-14-106 CMXU 15,079.50 0.35 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 224-15-031 CMXU 9,926.16 0.23 Community Commercial 0.1 0.4 25 0.0009 0.0004 Future 224-14-086 CMXU 14,645.77 0.34 Community Commercial 0.1 0.4 25 0.0013 0.0006 Future 224-15-022 CMXU 15,656.29 0.36 Community Commercial 0.1 0.4 25 0.0014 0.0006 Future 224-15-029 RGMX 53,635.66 1.23 Regional Commercial 0.1 0.5 40 0.0076 0.0027 Future 224-48-009 CMXU 9,239.30 0.21 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 224-48-011 CMXU 22,092.35 0.51 Community Commercial 0.1 0.4 25 0.0020 0.0009 Future 224-26-073 CMXU 20,776.62 0.48 Community Commercial 0.1 0.4 25 0.0018 0.0008 Future 224-26-060 CMXU 11,107.62 0.25 Community Commercial 0.1 0.4 25 0.0010 0.0004 Future 224-26-065 CMXU 7,439.28 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-26-012 CMXU 7,575.30 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-26-066 CMXU 8,788.94 0.20 Community Commercial 0.1 0.4 25 0.0008 0.0004 Future 224-26-058 CMXU 13,547.21 0.31 Community Commercial 0.1 0.4 25 0.0012 0.0005 Future 224-20-080 MDRE 58,008.42 1.33 Medium Density Residential 154 0 25 0.0051 0.0000 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
224-29-038 CMXU 13,664.26 0.31 Community Commercial 0.1 0.4 25 0.0012 0.0005 Future 224-28-058 CMXU 11,846.08 0.27 Community Commercial 0.1 0.4 25 0.0010 0.0005 Future 224-29-030 CMXU 8,121.91 0.19 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-25-074 PUQP 451,036.23 10.35 Public/Institutional 0.21 0.2 0 0.0000 0.0189 Future 224-29-007 CMXU 16,145.09 0.37 Community Commercial 0.1 0.4 25 0.0014 0.0006 Future 224-29-041 CMXU 31,918.48 0.73 Community Commercial 0.1 0.4 25 0.0028 0.0013 Future 224-29-018 CMXU 7,426.58 0.17 Community Commercial 0.1 0.4 25 0.0007 0.0003 Future 224-29-033 CMXU 146,637.38 3.37 Community Commercial 0.1 0.4 25 0.0130 0.0059 Future 293-02-034 NHMX 7,757.23 0.18 Neighborhood Commercial 0.1 0.3 25 0.0007 0.0002 Future293-02-033 NHMX 21,414.98 0.49 Neighborhood Commercial 0.1 0.3 25 0.0019 0.0006 Future293-02-032 NHMX 33,739.12 0.77 Neighborhood Commercial 0.1 0.3 25 0.0030 0.0010 Future293-02-030 NHMX 1,803.92 0.04 Neighborhood Commercial 0.1 0.3 25 0.0002 0.0001 Future293-02-031 NHMX 1,748.95 0.04 Neighborhood Commercial 0.1 0.3 25 0.0002 0.0001 Future104-55-013 RGCO 69,034.46 1.58 Regional Commercial 0.1 0.5 0 0.0000 0.0035 Future 104-39-024 LDRD 360.55 0.01 Office: 100% 0.1 0.85 0 0.0000 0.0000 Future 224-75-023 LHIN 1,538.63 0.04 Light Industrial 0.15 0.85 0 0.0000 0.0002 Future097-37-112 NHMX 1,413.10 0.03 Neighborhood Commercial 0.1 0.3 25 0.0001 0.0000 Future269-05-089 CMXU 18,382.06 0.42 Community Commercial 0.1 0.4 25 0.0016 0.0007 Future 316-09-044 PUQP 603,655.61 13.86 Public/Institutional 0.21 0.2 0 0.0000 0.0254 Future 097-11-000 DHRE 197,344.59 4.53 High Density Residential 154 40 40 0.0279 0.0000 Future 290-21-059 MDRE 1,181.34 0.03 Medium Density Residential 154 0 25 0.0001 0.0000 Future290-53-025 MDRE 2,499.33 0.06 Medium Density Residential 154 0 25 0.0002 0.0000 Future 316-51-008 MDRE 1,142.09 0.03 Medium Density Residential 154 0 25 0.0001 0.0000 Future104-59-039 MDRE 2,415.77 0.06 Medium Density Residential 154 0 25 0.0002 0.0000 Future224-76-061 MDRE 843.21 0.02 Medium Density Residential 154 0 25 0.0001 0.0000 Future290-71-058 CMXU 2,141.60 0.05 Community Commercial 0.1 0.4 25 0.0002 0.0001 Future 104-15-142 LDRD 55,510.68 1.27 Office: 100% 0.1 0.85 0 0.0000 0.0047 Future 104-15-143 LDRD 80,861.26 1.86 Office: 100% 0.1 0.85 0 0.0000 0.0069 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
269-05-094 CMXU 13,850.43 0.32 Community Commercial 0.1 0.4 25 0.0012 0.0006 Future 104-12-215 MDRE 4,110.43 0.09 Medium Density Residential 154 0 25 0.0004 0.0000 Future 269-05-106 CMXU 561.94 0.01 Community Commercial 0.1 0.4 25 0.0000 0.0000 Future 216-28-129 LHIN 59,722.21 1.37 Light Industrial 0.15 0.85 0 0.0000 0.0076 Future 290-44-143 MDRE 5,236.45 0.12 Medium Density Residential 154 0 25 0.0005 0.0000 Future269-33-051 MDRE 3,016.20 0.07 Medium Density Residential 154 0 25 0.0003 0.0000 Future 269-05-090 CMXU 293.06 0.01 Community Commercial 0.1 0.4 25 0.0000 0.0000 Future 294-01-014 CMXU 20,318.83 0.47 Community Commercial 0.1 0.4 25 0.0018 0.0008 Future 303-17-051 MDRE 41,241.29 0.95 Medium Density Residential 154 0 25 0.0036 0.0000 Future 316-09-052 PUQP 495.30 0.01 Public/Institutional 0.21 0.2 0 0.0000 0.0000 Future 097-22-00G NHMX 5,537.12 0.13 Neighborhood Commercial 0.1 0.3 25 0.0005 0.0002 Future216-31-067 LDRD 179,532.35 4.12 Office: 100% 0.1 0.85 0 0.0000 0.0153 Future 216-01-054 CMXU 19,102.84 0.44 Community Commercial 0.1 0.4 25 0.0017 0.0008 Future 224-49-011 CMXU 5,195.08 0.12 Community Commercial 0.1 0.4 25 0.0005 0.0002 Future 104-48-009 HDRD 495.30 0.01 Office 0.15 1.25 0 0.0000 0.0001 Future 104-52-027 HDRD 174,604.01 4.01 Office 0.15 1.25 0 0.0000 0.0327 Future 224-06-177 LDRD 1,351.59 0.03 Office: 100% 0.1 0.85 0 0.0000 0.0001 Future 216-31-093 LDRD 247,968.38 5.69 Office: 100% 0.1 0.85 0 0.0000 0.0211 Future 293-02-035 NHMX 26,099.53 0.60 Neighborhood Commercial 0.1 0.3 25 0.0023 0.0008 Future104-38-016 LDRD 109,021.33 2.50 Office: 100% 0.1 0.85 0 0.0000 0.0093 Future 104-38-014 LDRD 301,191.72 6.91 Office: 100% 0.1 0.85 0 0.0000 0.0256 Future 220-35-001 MDRE 2,769.02 0.06 Medium Density Residential 154 0 25 0.0002 0.0000 Future 220-35-002 MDRE 2,227.07 0.05 Medium Density Residential 154 0 25 0.0002 0.0000 Future220-35-003 MDRE 3,074.10 0.07 Medium Density Residential 154 0 25 0.0003 0.0000 Future 220-35-004 MDRE 2,326.29 0.05 Medium Density Residential 154 0 25 0.0002 0.0000 Future 220-35-005 MDRE 2,086.74 0.05 Medium Density Residential 154 0 25 0.0002 0.0000 Future220-35-006 MDRE 2,140.26 0.05 Medium Density Residential 154 0 25 0.0002 0.0000 Future 220-35-009 MDRE 2,738.91 0.06 Medium Density Residential 154 0 25 0.0002 0.0000 Future

City of Santa Clara 2035 General Plan Phase 3 Parcels Development List APN GPLANCRT Area (SF)
Area
(Acres)
Assumed Land Use Flow Factor FAR DUA
Residential Flow
(mgd)
Non-Residential
Flow (mgd)
Future Model
Scenario
220-35-007 MDRE 3,277.50 0.08 Medium Density Residential 154 0 25 0.0003 0.0000 Future 220-35-008 MDRE 3,148.35 0.07 Medium Density Residential 154 0 25 0.0003 0.0000 Future 205-39-026 MDRE 122,629.84 2.82 Medium Density Residential 154 0 25 0.0108 0.0000 Future 224-42-013 LDRD 84,412.03 1.94 Office: 100% 0.1 0.85 0 0.0000 0.0072 Future 224-42-014 LDRD 98,739.54 2.27 Office: 100% 0.1 0.85 0 0.0000 0.0084 Future 230-06-055 PUQP 68,335.37 1.57 Public/Institutional 0.21 0.2 0 0.0000 0.0029 Future 274-43-099 RGCO 264,044.93 6.06 Regional Commercial 0.1 0.5 0 0.0000 0.0132 Future 097-08-109 DHRE 233,446.43 5.36 High Density Residential 154 40 40 0.0330 0.0000 Future 303-18-051 RGCO 70,063.84 1.61 Regional Commercial 0.1 0.5 0 0.0000 0.0035 Future 296-37-035 RGCO 89,133.81 2.05 Regional Commercial 0.1 0.5 0 0.0000 0.0045 Future 224-57-016 LDRD 57,961.86 1.33 Office: 100% 0.1 0.85 0 0.0000 0.0049 Future 224-59-031 HYIN 224,958.92 5.16 Heavy Industrial 0.15 1.25 0 0.0000 0.0422 Future 104-14-172 LDRD 73,656.43 1.69 Office: 100% 0.1 0.85 0 0.0000 0.0063 Future 205-39-029 MDRE 1,204,315.75 27.65 Medium Density Residential 154 0 25 0.1064 0.0000 Future 205-39-028 MDRE 559,453.44 12.84 Medium Density Residential 154 0 25 0.0494 0.0000 Future

Flow Assumptions for Parcels with Entitlements
(Provided by the City)

LABELID APN OWNERNAM
Entitled Flow (gpd)
2016
Entitled Flow (gpd)
2024
Flow Difference (gpd)
2023-2016
Entitled Flow (mgd)
2024
1 230-03-090 Newark Group Industries Inc. 267,189 267,189 0 0.2671890 2 101-11-042 Dorothy Nutto Trustee 11,656 11,657 1 0.0116570 4 104-15-131 M West Prop Co. LLC 49,672 28,686 -20,986 0.0286860 5 104-39-023 Siliconix Inc 1,232,651 1,232,651 0 1.2326510 6 101-09-023 Dick Lee Corp 30,700 30,700 0 0.0307000
8 230-03-079 Xeres Ventures LLC 5,890 5,538 -352 0.0055380 9 230-47-068 Robert Jung Et. Al. 14,655 14,655 0 0.0146550 10 290-03-087 G6 Hospitality Property LLC 14,408 14,345 -63 0.0143450 11 101-13-003 AMB Property Corporation LP 8,132 8,106 -26 0.0081060 12 303-02-013 Annine Untiedt Trustee & Et. Al. 29,000 29,000 0 0.0290000 13 303-23-029 Machado Children's Trust 49,300 49,300 0 0.0493000 14 290-01-113 Shri Jai Ranchhodrai Inc 39,078 19,045 -20,033 0.0190450 15 104-50-025 Coherent 220,414 220,414 0 0.2204140
17 296-20-004 LJS LLC 9,780 9,777 -3 0.0097770
18 104-49-026 Marriott Plaza Associates L.P. 14,694 14,630 -64 0.0146300 19 104-50-018 Abbott Laboratories 9,998 9,998 0 0.0099980 20 104-43-054 City of Santa Clara 58,719 58,719 0 0.0587190 21 104-14-154 Cemex 6,911 5,689 -1,222 0.0056890
23 104-16-113 West Valley-Mission Community College Dist 54,000 54,000 0 0.0540000 24 104-51-001 Ixys Corporation 15,837 18,006 2,169 0.0180060 25 104-14-089 Kang Family Partners LP 58,282 58,282 0 0.0582820 26 104-40-020 Intel Corporation 17,608 17,608 0 0.0176080 27 104-40-031 Santa Clara Towers LP 29,540 29,540 0 0.0295400 28 216-48-035 James Lindsey Trustee & Et. Al. 32,303 32,303 0 0.0323030 29 216-34-076 Si 34 LLC 22,499 22,751 252 0.0227510
30 216-34-079 Si 34 LLC 12,591 12,464 -127 0.0124640
31 216-32-040 Ksl Capital Partners 40,384 40,384 0 0.0403840 32 216-01-060 Sunita Kumar Et. Al. 13,572 13,572 0 0.0135720 34 216-34-005 Erik Naslund Trustee 40,069 40,069 0 0.0400690 35 224-46-007 Act Ponderosa LLC Et. Al. 7,351 6,006 -1,345 0.0060060 36 224-08-146 Digital 1350 Duane LLC 79,530 79,530 0 0.0795300 37 224-09-165 Akt America Inc 62,052 61,209 -843 0.0612090 38 294-39-010 Donna Bonasera Trustee & Et. Al. 8,091 8,118 27 0.0081180 39 216-46-003 Chawla Ventures LLC 38,218 38,218 0 0.0382180 40 316-19-032 Yangs Brother Intl Corp 14,326 14,326 0 0.0143260 41 316-17-018 Agilent Technologies Inc 949,151 949,151 0 0.9491510 42 274-43-071 Federated Western Properties, Inc. 19,348 19,348 0 0.0193480 43 213-35-035 K D W Santa Clara 21,798 21,798 0 0.0217980 44 224-04-071 Gahrahmat Fam LP II 20,189 20,189 0 0.0201890 45 224-59-029 Hertz Investors Inc 41,582 20,791 -20,791 0.0207910 46 224-06-170 Leon and Colette Mardirossian Trustee 68,135 73,268 5,133 0.0732680 48 216-30-053 Ashford Santa Claraparts LP 86,122 86,122 0 0.0861220 49 216-28-101 Vantage Data Centers 121,199 95,370 -25,829 0.0652462 49 216-28-118 Vantage Data Centers 95,370 95,370 0.0301238 50 216-46-020 Latham & Watkins, LLP 32,114 31,841 -273 0.0318410 51 216-31-060 Cooperage-Rose Investments 26,309 26,309 0 0.0263090 52 216-30-054 Sierra-Santa Clara Inc 65,520 65,520 0 0.0655200 53 104-04-077 Digital-Pr Old Ironsides 1 LLC 24,091 29,240 5,149 0.0292400 54 104-13-083 SCP 2001 PE LLC 88,636 89,422 786 0.0894220 56 290-46-016 Dennis Mariani Trustee & Et. Al. 19,000 19,000 0 0.0190000 57 290-06-020 Moonlite Associates LLC 40,188 40,188 0 0.0401880 58 224-35-017 Sunset Properties Inc 8,767 8,767 0 0.0087670 59 224-60-013 1065 Martin Ave LLC 18,125 22,667 4,542 0.0226670 60 224-10-126 San Tomas Income Partners LLC 58,788 58,788 0 0.0587880 61 224-60-014 Martin Investment Properties LLC 11,239 11,218 -21 0.0112180 62 224-08-101 Renault & Handley Employee's Investment Co 11,139 11,139 0 0.0111390 63 224-08-147 1100 Space Park LLC 41,036 41,015 -21 0.0410150 64 224-08-085 Pacific Bell Lease 17,921 20,083 2,162 0.0200830 65 224-08-134 Harbor Electronics Inc 44,586 44,586 0 0.0445860 66 224-20-080 Masonic Hall Corp of Santa Clara 35,934 35,934 0 0.0359340 67 104-55-005 City of Santa Clara 117,735 117,735 0 0.1177350 68 104-55-013 City of Santa Clara 148,087 148,087 0 0.1480870 69 224-03-085 2045-2055 Lafayette Street 42,000 42,000 0 0.0420000 70 316-09-035 Kaiser Foundation Hospital 374,350 374,350 0 0.3743500 71 230-46-061 BFV LLC 13,111 13,111 0 0.0131110

Hydraulic Model Input Data for Parcels with Entitlements (Based on Information Provided by the City)
Owner APN Subcatchment ID WC Address
Additional foul flow (MGD)
Trade flow (MGD)
Customer Type NAICS Description
DC Num/ RefID DC/NTD/LTD Name
CALIFORNIA PAPERBOARD 230-03-090 311 525 Mathew Street 0 0.2672 MJ Paperboard Mills GP_Ph3BAB FACILITIES GROUP 101-11-042 1574 3295 Woodward Avenue 0 0.0117 CI General Warehousing and Storage GP_Ph3SILICONIX INC 104-39-023 2593 2201 Laurelwood Road 0 1.2327 CI Semiconductor & Related Device Manufacturing 102 2201 Laurelwood Data CenterSST INVESTMENTS LLC 101-09-023 2978 805 Aldo Avenue 0 0.0307 CI Lessors of Nonresid. Build. excpt Miniwarehou GP_Ph3ALTAFLEX 230-47-068 4586 336 Martin Avenue 0 0.0147 CI Bare Printed Circuit Board Manufacturing GP_Ph3MOTEL SIX # 263 290-03-087 5628 3208 El Camino Real 0.0099 0.0045 CI Hotels (except Casino Hotels) and Motels 77 ECR_CMUMISSION HOSPITAL INC 303-02-013 6122 410 North Winchester Boulevard 0 0.029 CI Homes for the Elderly GP_Ph3SCCW LLC 303-23-029 6850 3655 Stevens Creek Boulevard 0.0339 0.0154 CI Car Washes GP_Ph3SHRI JAI RANCHHODRAI INC 290-01-113 7089 3550 El Camino Real 0.0141 0.005 CI Hotels (except Casino Hotels) and Motels 77 ECR_CMUCOHERENT INC 104-50-025 9416 5100 Patrick Henry Drive 0 0.2204 CI Semiconductor & Related Device Manufacturing GP_Ph3BRIGHT HORIZONS CHILDREN CTR 296-20-004 10028 4945 Stevens Creek Boulevard 0 0.0098 CI Child Day Care Services GP_Ph3ONTARIO AIRPORT HOTEL CORP 104-43-054 11327 4949 Great America Parkway 0.0404 0.0183 CI Hotels (except Casino Hotels) and Motels GP_Ph3CEMEX INC 104-14-154 11740 1555 Russell Avenue 0 0.0057 CI Ready-Mix Concrete Manufacturing GP_Ph3VIVID INC 104-51-001 11892 3400 Bassett Street 0 0.018 CI Household Appliance Stores GP_Ph3BILTMORE HOTEL & SUITES 104-14-089 11910 2151 Laurelwood Road 0 0.0583 CI Hotels (except Casino Hotels) and Motels GP_Ph3GOLDEN STATE RESTAURANTS 104-40-020 11915 3935 Freedom Circle 0 0.0176 CI Full-Service Restaurants 48 Freedom CircleSCT OWNER LLC 104-40-031 11917 3945 Freedom Circle 0 0.0295 CI Lessors of Nonresid. Build. excpt Miniwarehou 48 Freedom CirclePROMEX INC 216-48-035 12068 3075 Oakmead Village Drive 0 0.0323 CI Radio&TV Broadcast&Wireless Comm Equip Manuf GP_Ph3AFFYMETRIX INC 216-34-079 12070 3450 Central Expressway 0 0.0125 CI R&D in Physical, Engineering & Life SciencesWESTERN ATHLETIC CLUBS 216-32-040 12071 3250 Central Expressway 0 0.0404 CI Fitness and Recreational Sports Centers GP_Ph3HAWTHORN SUITES LTD 216-01-060 12109 2455 El Camino Real 0.0093 0.0042 CI Hotels (except Casino Hotels) and Motels GP_Ph3PONDEROSA OFFICE CENTER 224-46-007 14397 3080 Olcott Street 0 0.006 CI Lessors of Nonresid. Build. excpt MiniwarehouEQUINIX INC 224-08-146 14398 1350 Duane Avenue 0 0.0795 CI Data Processing, Hosting, & Related Services GP_Ph3AKT AMERICA INC 224-09-165 14400 3101 Scott Boulevard 0 0.0612 CI Semiconductor & Related Device ManufacturingM.B. EXCLUSIVELY PROPERTIES LL 294-39-010 15281 3941 Stevens Creek Boulevard 0.0056 0.0025 CI Lessors of Nonresid. Build. excpt Miniwarehou GP_Ph3DUARTE COMMUNICATIONS INC 216-46-003 15637 3200 Coronado Drive 0 0.0382 CI Lessors of Nonresid. Build. excpt MiniwarehouWOODCREST HOTEL 316-19-032 16763 5415 Stevens Creek Boulevard 0 0.0143 CI Hotels (except Casino Hotels) and Motels GP_Ph3AGILENT TECHNOLOGY #9000089889 316-17-018 16766 5301 Stevens Creek Boulevard 0 0.9492 CI Semiconductor & Related Device ManufacturingKDW CORP 213-35-035 17444 1550 Halford Avenue 0.0161 0.0057 CI Lessors of Nonresid. Build. excpt Miniwarehou GP_Ph3STREAMLINE CIRCUITS CORP 224-06-170 18371 1415 Richard Avenue 0 0.0733 CI Bare Printed Circuit Board ManufacturingSANTA CLARA TENANT CORP 216-30-053 18456 2885 Lakeside Drive 0 0.0861 CI Hotels (except Casino Hotels) and Motels GP_Ph3CORESITE CORONADO STENDER LLC 216-46-021 18967 3020 Coronado Drive 0 0.0209 CI Data Processing, Hosting, & Related Services DC_47 Coresite / Telecom SV7PENINSULAR INVESTMENTS INC 216-30-054 19335 3100 Lakeside Drive 0 0.0655 CI Hotels (except Casino Hotels) and MotelsCYXTERA DATA CENTERS INC 104-04-077 20154 4650 Old Ironsides Drive 0 0.0292 CI Data Processing, Hosting, & Related Services 59 Patrick Henry DriveVAREX IMAGING WEST HLDNGS INC 104-13-083 20170 2175 Mission College Boulevard 0 0.0894 CI Semiconductor & Related Device Manufacturing GP_Ph3LOMBARDI AUTO 290-46-016 20411 2540 El Camino Real 0.0131 0.0059 CI Gasoline Stations with Convenience Stores 66 2570 ECRD&T FOODS CO 224-60-013 20508 1061 Martin Avenue 0 0.0227 CI Ice Cream and Frozen Dessert Manufacturing GP_Ph3FUJIFILM DIAMATIX INC 224-10-126 20509 2210 Martin Avenue 0 0.0588 CI R&D in Physical, Engineering & Life Sciences GP_Ph3ONSPEC TECHNOLOGY PARTNERS INC 224-08-101 20554 975 Comstock Street 0 0.0111 CI Semiconductor & Related Device Manufacturing GP_Ph3DIGITAL REALTY TRUST LP 224-08-147 20568 1100 Space Park Drive 0 0.041 CI Semiconductor & Related Device Manufacturing GP_Ph3ELEC DEPT 224-08-085 20575 3025 Raymond Street 0 0.0201 MU Other General Government Support GP_Ph3HARBOR ELECTRONICS INC 224-08-134 20582 3021 Kenneth Street 0 0.0446 CI Othr Electronic Parts and Equip Wholesalers GP_Ph3NIC 13 THE WESTMONT OWNER LLC 224-20-080 21015 1675 Scott Boulevard 0.0359 0 CI Residential Mental Retardation Facilities GP_Ph3HUDSON TECHMART COMM CTR LLC 104-55-013 21654 5201 Great America Parkway 0 0.1481 CI Lessors of Residential Buildings and Dwelling GP_Ph3MICROSOFT CORPORATION 224-03-085 21746 2045 Lafayette Street 0 0.042 CI Data Processing, Hosting, & Related ServicesELEC DEPT SUBSTATION 216-46-022 22799 2920 Coronado Drive 0 0.0109 MU Other General Government SupportMACYS WEST INC # 17012B 274-43-071 23069 3051 Stevens Creek Boulevard 0 0.003 CI Department Stores (except Discount Stores) 104-55-012 25819 0 0316-09-035 26155 0 0.372230-46-069 26350 0 0.0017

Hydraulic Model Input Data for Parcels with Entitlements (Based on Information Provided by the City)
Owner APN Subcatchment ID WC Address
Additional foul flow (MGD)
Trade flow (MGD)
Customer Type NAICS Description
DC Num/ RefID DC/NTD/LTD Name
216-31-060 26372 0 0.0263 99 3375 Scott Blvd316-09-054 26708 0 0.0024 AFFYMETRIX INC 216-34-076 26820 3380 Central Expressway 0 0.0221 CI R&D in Physical, Engineering & Life SciencesAFFYMETRIX INC 216-34-076 26821 3380 Central Expressway 0 0.0007 CI R&D in Physical, Engineering & Life SciencesVANTAGE DATA CENTERS LLC 216-28-118 26847 2820 Northwestern Parkway 0 0.0301 CI Semiconductor & Related Device Manufacturing456200 HERTZ MAIL STOP 2 224-59-029 26853 1000 Walsh Avenue 0 0.0005 CI Passenger Car RentalVANTAGE DATA CENTERS LLC 216-28-131 26913 2565 Walsh Avenue 0 0.0038 CI Data Processing, Hosting, & Related ServicesVANTAGE DATA CENTERS LLC 216-28-131 26914 2565 Walsh Avenue 0 0.0614 CI Data Processing, Hosting, & Related Services DC_28 Vantage SC I (1/6) CA11 / V1 104-55-005 26993 0 0.1177230-46-069 27003 0 0.0017230-46-069 27005 0 0.0009230-46-069 27006 0 0.0003230-46-069 27007 0 0.0024230-46-069 27008 0 0.0012230-46-069 27010 0 0.0023216-59-038 27288 0 0.0023216-59-038 27289 0 0.0023216-59-038 27290 0 0.002216-59-038 27291 0 0.0017216-59-037 27293 0 0.0023216-59-037 27294 0 0.002216-59-037 27295 0 0.0019216-59-037 27296 0 0.0017216-59-037 27297 0 0.0023216-59-037 27298 0 0.0023216-59-037 27299 0 0.0019216-59-037 27300 0 0.0176 MACYS WEST INC # 17012B 274-43-092 27337 3051 Stevens Creek Boulevard 0 0.0161 CI Department Stores (except Discount Stores)MACYS WEST INC # 17012B 274-43-071 27355 3051 Stevens Creek Boulevard 0 0.0003 CI Department Stores (except Discount Stores)

Flow Assumptions for Parcels with Entitlements and Planned Future Development (Based on Information Provided by the City)
Entitlement
APN
Entitlement ID
Entitled Flow
(gpd)
Future Flow
(gpd)
1 Phase
2 Land Use Parcel Area
(SF)
Non-Res Dev.

Area (SF)
FAR
No. of Res
Units
No. of Hotel
Rooms
Non-Res UFF
(gpd/SF)
Res UFF
(gpd/unit)
Hotel UFF
(gpd/room)
104-15-131 4 28,686 37,812 GP Phase 3 Office: 100% 444,844 - 0.85 - - 0.1 - - 101-13-003 11 8,106 39,699 GP Phase 3 Light Industrial 311,365 - 0.85 - - 0.15 - - 104-50-018 19 9,998 25,434 GP Phase 3 Office: 100% 299,222 - 0.85 - - 0.1 - - 104-16-113 23 54,000 114,332 GP Phase 3 Office 609,771 - 1.25 - - 0.15 - - 224-04-071 44 20,189 60,518 GP Phase 3 Heavy Industrial 322,763 - 1.25 - - 0.15 - - 224-59-029 45 20,791 42,180 GP Phase 3 Heavy Industrial 224,959 - 1.25 - - 0.15 - - 224-35-017 58 8,767 38,829 GP Phase 3 Heavy Industrial 207,087 - 1.25 - - 0.15 - - 224-60-014 61 11,218 35,442 GP Phase 3 Heavy Industrial 189,025 - 1.25 - - 0.15 - - 230-46-061 71 13,111 395,710 NTD Mixed Use - 1,140,000 4 - 1,600 225 0.1 154 or 175 100
1Where entitlement flows were less than future flows, the more conservative future flows were used in the model for the long-term future scenario.2GP = General Plan. NTD = Near-Term Development. The one NTD is the Gateway Crossing project (Reference ID = 22).3UFF = Unit Flow Factor. FAR = Floor-Area Ratio. SF = Square Feet. Parcel Area, FAR, and UFF were used to calculate GP Phase 3 future flows. No. of Units/Rooms, UFFs, and dev. area were used to calculate NTD future flows.4Includes 15,000 SF of retail/commercial for the Gateway Crossing Project, plus 1,125,000 SF of office/R&D space associated with the adjacent Coleman Highline development that still needs to connect to the sewer system.

Entitlement Information from City
Assumptions Used for Future Flow Calculations
3

City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX C: PUMP STATION CAPACITY CALCULATIONS
Westside Lift Station Capacity Analysis
Cell Legend
(and try to add as much explanatory text as you can)
(do not overwrite the formulas!)
(this is your results - i.e., firm & total capacity)
Table 1: Basic Information
FM length (feet) 49 Total length from bottom of wetwell to discharge elevation (17.4') to the discharge manhole (32') FM diameter (inches) 8 Two 8" discharge lines.

FM area (ft2) 0.35 Calculated
Material C.I. Cast Iron
Approx Year Built 1977 Approx. pump age: 2 years (source: pump station survey) number of pumps 2 Source: Lift Station Level Summary, received from City on 2/23/2015 wet well floor elevation -17.4 Source: Dwg 77054-16, Sheet C-13. 1977 approx discharge elevation 0.0 Source: Dwg 77054-16, Sheet C-13. 1977 f 0.020 Default value for Darcy-Weisbach
C 120 Default value for Hazen-Williams
K - force main 1.48 Calculated
K - allowance for minor losses 5
Table 2: Pump Settings
Source: data provided by City on PS Info Sheet/Questionnaire On Set Pt On Elev. Lift Off Off Level Lift
Pump #1 (IW ID: S103-8.1) 7.5 -9.9 9.9 5.33 -12.07 12.07 Pump #2 (IW ID: S103-8.2) 8 -9.4 9.4 5.33 -12.07 12.07
Table 3: Pump Curves Table 4: Operation Scenarios
Sources: Pump curves provided by City. Two pumps are identical.

Pump Model: Flygt NP 3127 MT 3~ Adaptive 438 Pump Serial Number: 3127.090-1780054 HEAD (ft) Flow (gpm) Flow (mgd) HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd) 15 1215 1.75 15 1215 1.75 2430 3.50
20 1100 1.58 20 1100 1.58 2200 3.17
25 980 1.41 25 980 1.41 1960 2.82
30 865 1.25 30 865 1.25 1730 2.49
35 745 1.07 35 745 1.07 1490 2.15
40 620 0.89 40 620 0.89 1240 1.79
45 505 0.73 45 505 0.73 1010 1.45
50 390 0.56 50 390 0.56 780 1.12
55 265 0.38 55 265 0.38 530 0.76
60 190 0.27 60 190 0.27 380 0.55
65 80 0.12 65 80 0.12 160 0.23
70 0 0.00 70 0 0.00 0 0.00
Table 5: Total Dynamic Head (TDH) Calculations
Scenario:

Lift:
mgd gpm cfs

0.00 0 0.0 0.0 0.0 0.0 0.0 9.9 9.9 9.4 9.4 0.0 0.0

0.23 162 0.4 1.0 0.1 0.0 0.0 10.0 10.0 9.5 9.5 0.1 0.1

0.47 324 0.7 2.1 0.3 0.1 0.1 10.3 10.4 9.8 9.9 0.4 0.5

0.70 486 1.1 3.1 0.7 0.2 0.3 10.9 10.9 10.4 10.4 1.0 1.0

0.93 648 1.4 4.1 1.3 0.4 0.5 11.6 11.7 11.1 11.2 1.7 1.8

1.17 810 1.8 5.2 2.1 0.6 0.7 12.6 12.7 12.1 12.2 2.7 2.8

1.40 972 2.2 6.2 3.0 0.9 1.0 13.8 13.9 13.3 13.4 3.9 4.0

1.63 1134 2.5 7.2 4.1 1.2 1.3 15.2 15.3 14.7 14.8 5.3 5.4

1.87 1296 2.9 8.3 5.3 1.6 1.7 16.8 16.9 16.3 16.4 6.9 7.0

2.10 1458 3.2 9.3 6.7 2.0 2.1 18.6 18.8 18.1 18.3 8.7 8.9

2.33 1620 3.6 10.3 8.3 2.5 2.6 20.7 20.8 20.2 20.3 10.8 10.9

2.57 1782 4.0 11.4 10.1 3.0 3.1 22.9 23.1 22.4 22.6 13.0 13.2

2.80 1944 4.3 12.4 12.0 3.5 3.7 25.4 25.5 24.9 25.0 15.5 15.6

3.03 2106 4.7 13.5 14.0 4.2 4.2 28.1 28.2 27.6 27.7 18.2 18.3

3.27 2269 5.1 14.5 16.3 4.8 4.9 31.0 31.1 30.5 30.6 21.1 21.2

3.50 2431 5.4 15.5 18.7 5.5 5.5 34.1 34.1 33.6 33.6 24.2 24.2 Table 6: Estimated Capacity
Firm Capacity: 1.72 mgd
Total Capacity: 2.81 mgd
Tear & Wear factor: 10%
Firm Capacity: 1.55 mgd
Total Capacity: 2.53 mgd
HazenWilliamsDarcyWeisbach HazenWilliams
Friction Headloss (ft) Total Dynamic Head (ft)
DarcyWeisbach HazenWilliamsDarcyWeisbach
Flow Velocity (ft/s) Minor
Headloss (ft)
DarcyWeisbach HazenWilliams
Firm TDH Total TDH Other (use as-needed)

9.9 9.4
Firm Pump Curve Total Pump Curve
Input Cell
Calculation Cell
Output Cell
Pump #1 & #2
10 15
20 25
30 35
40 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 Head - ft
Flow - mgd
Westside Lift Station Capacity Analysis
Firm TDH
Firm Pump Curve
Total TDH
Total Pump Curve
0 4
8 12
16 20
24 28
32 36
40 44
48 52
56 60
64 68
72 76
0 200 400 600 800 1000 1200 1400
Head (ft)
Flow (gpm)
Pump Model: Flygt…
Tasman Lift Station Capacity Analysis
Cell Legend
(and try to add as much explanatory text as you can)
(do not overwrite the formulas!)
(this is your results - i.e., firm & total capacity)
Table 1: Basic Information
FM length (feet) 47 Total length from bottom of wetwell to discharge elevation (-12.5' to 4.3') to the discharge manhole (~30') FM diameter (inches) 8 Two discharge lines.

FM area (ft2) 0.35 Calculated
Material D.I. Ductile Iron
Approx Year Built
number of pumps 2 Source: Lift Station Level Summary, received from City on 2/23/2015 wet well floor elevation -12.50 Source: Dwg 9542-D, Sheet 29. 1986 approx discharge elevation 4.30 Source: Dwg 9542-D, Sheet 29. 1986 f 0.0 Default value for Darcy-Weisbach
C 120 Default value for Hazen-Williams
K - force main 1.40 Calculated
K - allowance for minor losses 10
Table 2: Pump Settings
Source: data provided by City on PS Info Sheet/Questionnaire On Set Pt On Elev. Lift Off Off Level Lift
Pump #1 (IW ID: S103-8.1) 7.3 -5.20 9.50 2.7 -9.8 14.1
Pump #2 (IW ID: S103-8.2) 9.8 -2.70 7.00 2.7 -9.8 14.1
Table 3: Pump Curves Table 4: Operation Scenarios
Sources: Pump curves provided by City. Two pumps are identical.

Pump Model: Flygt NP 3127 LT3~ Adaptive 425 Pump Serial Number: 3127.070-1780057 HEAD (ft) Flow (gpm) Flow (mgd) HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd) 7 1730 2.49 7 1730 2.49 3460 4.98
10 1630 2.35 10 1630 2.35 3260 4.69
15 1470 2.12 15 1470 2.12 2940 4.23
20 1280 1.84 20 1280 1.84 2560 3.69
25 1090 1.57 25 1090 1.57 2180 3.14
30 930 1.34 30 930 1.34 1860 2.68
33 830 1.20 33 830 1.20 1660 2.39
35 740 1.07 35 740 1.07 1480 2.13
38 570 0.82 38 570 0.82 1140 1.64
40 420 0.60 40 420 0.60 840 1.21
45 240 0.35 45 240 0.35 480 0.69
50 80 0.12 50 80 0.12 160 0.23
52 0 0.00 52 0 0.00 0 0.00
Table 5: Total Dynamic Head (TDH) Calculations
Scenario:

Lift:
mgd gpm cfs

0.00 0 0.0 0.0 0.0 0.0 0.0 9.5 9.5 7.0 7.0 0.0 0.0

0.25 171 0.4 1.1 0.2 0.0 0.0 9.7 9.7 7.2 7.2 0.2 0.2

0.49 343 0.8 2.2 0.7 0.1 0.1 10.3 10.4 7.8 7.9 0.8 0.9

0.74 514 1.1 3.3 1.7 0.2 0.3 11.4 11.5 8.9 9.0 1.9 2.0

0.99 685 1.5 4.4 3.0 0.4 0.5 12.9 13.0 10.4 10.5 3.4 3.5

1.23 856 1.9 5.5 4.6 0.7 0.8 14.8 14.9 12.3 12.4 5.3 5.4

1.48 1028 2.3 6.6 6.7 0.9 1.1 17.1 17.3 14.6 14.8 7.6 7.8

1.73 1199 2.7 7.7 9.1 1.3 1.4 19.9 20.0 17.4 17.5 10.4 10.5

1.97 1370 3.1 8.8 11.9 1.7 1.8 23.1 23.2 20.6 20.7 13.6 13.7

2.22 1542 3.4 9.8 15.1 2.1 2.3 26.7 26.8 24.2 24.3 17.2 17.3

2.47 1713 3.8 10.9 18.6 2.6 2.7 30.7 30.8 28.2 28.3 21.2 21.3

2.71 1884 4.2 12.0 22.5 3.2 3.3 35.1 35.2 32.6 32.7 25.6 25.7

2.96 2056 4.6 13.1 26.8 3.8 3.8 40.0 40.1 37.5 37.6 30.5 30.6

3.21 2227 5.0 14.2 31.4 4.4 4.4 45.3 45.4 42.8 42.9 35.8 35.9

3.45 2398 5.3 15.3 36.4 5.1 5.1 51.0 51.0 48.5 48.5 41.5 41.5

3.70 2569 5.7 16.4 41.8 5.9 5.8 57.2 57.1 54.7 54.6 47.7 47.6 Table 6: Estimated Capacity
Firm Capacity: 1.79 mgd
Total Capacity: 2.60 mgd
Tear & Wear factor: 10%
Firm Capacity: 1.61 mgd
Total Capacity: 2.34 mgd
Total Pump Curve
Input Cell
Calculation Cell
Output Cell
Pump #1 & #2 Firm Pump Curve
Firm TDH Total TDH Other (use as-needed)

9.5 7
Friction Headloss (ft) Total Dynamic Head (ft)
Flow Velocity (ft/s) Minor
Headloss (ft)
DarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliams 0 10
20 30
40 50
60 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 Head - ft
Flow - mgd
Tasman Lift Station Capacity Analysis
Firm TDH
Firm Pump Curve
Total TDH
Total Pump Curve
0 10
20 30
40 50
60 0 500 1000 1500 2000
Head (ft)
Flow (gpd)
Pump Model: Flygt NP 3127 LT3~…
De La Cruz Lift Station Capacity Analysis
Cell Legend
(and try to add as much explanatory text as you can)
(do not overwrite the formulas!)
(this is your results - i.e., firm & total capacity)
Table 1: Basic Information
FM length (feet) 23 Total length from bottom of wetwell to discharge elevation (-6.74' to 12.05') to the discharge manhole (~4') FM diameter (inches) 8 Two discharge lines.

FM area (ft2) 0.35 Calculated
Material DIP Source: Dwg 10016-D, Sheet 2. 1992
Approx Year Built 1992 FYI: approx. pump age: 5 years (source: pump station survey) number of pumps 2 Source: Lift Station Level Summary, received from City on 2/23/2015 wet well floor elevation -6.74 Source: Dwg 10016-D, Sheet 2. 1992 approx discharge elevation 12.05 Source: Dwg 10016-D, Sheet 2. 1992 f 0.0 Default value for Darcy-Weisbach
C 120 Default value for Hazen-Williams
K - force main 0.68 Calculated
K - allowance for minor losses 5
Table 2: Pump Settings
Source: data provided by City on PS Info Sheet/Questionnaire On Set Pt On Elev. Lift Off Off Level Lift
Pump #1 (IW ID: S103-8.1) 3.5 -3.24 15.29 1 -5.74 17.79 Pump #2 (IW ID: S103-8.2) 4 -2.74 14.79 1 -5.74 17.79
Table 3: Pump Curves Table 4: Operation Scenarios
Sources: Pump curves provided by City. Two pumps are identical.

Pump Model: Flygt NP 3127 LT3~ Adaptive 425 Pump Serial Number: 3127.090-1780054 HEAD (ft) Flow (gpm) Flow (mgd) HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd) 15 1470 2.12 15 1470 2.12 2940 4.23
20 1280 1.84 20 1280 1.84 2560 3.69
25 1080 1.56 25 1080 1.56 2160 3.11
30 930 1.34 30 930 1.34 1860 2.68
33 830 1.20 33 830 1.20 1660 2.39
35 740 1.07 35 740 1.07 1480 2.13
37 570 0.82 37 570 0.82 1140 1.64
40 420 0.60 40 420 0.60 840 1.21
45 240 0.35 45 240 0.35 480 0.69
50 80 0.12 50 80 0.12 160 0.23
51 0 0.00 51 0 0.00 0 0.00

0.00 0.00

0.00 Table 5: Total Dynamic Head (TDH) Calculations
Scenario:

Lift:
mgd gpm cfs

0.00 0 0.0 0.0 0.0 0.0 0.0 15.3 15.3 14.8 14.8 0.0 0.0

0.29 199 0.4 1.3 0.1 0.0 0.0 15.4 15.4 14.9 14.9 0.1 0.2

0.57 398 0.9 2.5 0.5 0.1 0.1 15.9 15.9 15.4 15.4 0.6 0.6

0.86 597 1.3 3.8 1.1 0.2 0.2 16.6 16.6 16.1 16.1 1.3 1.3

1.15 796 1.8 5.1 2.0 0.3 0.3 17.6 17.6 17.1 17.1 2.3 2.3

1.43 995 2.2 6.4 3.1 0.4 0.5 18.9 18.9 18.4 18.4 3.6 3.6

1.72 1194 2.7 7.6 4.5 0.6 0.7 20.4 20.5 19.9 20.0 5.1 5.2

2.01 1394 3.1 8.9 6.1 0.8 0.9 22.3 22.3 21.8 21.8 7.0 7.1

2.29 1593 3.5 10.2 8.0 1.1 1.2 24.4 24.5 23.9 24.0 9.1 9.2

2.58 1792 4.0 11.4 10.2 1.4 1.4 26.8 26.9 26.3 26.4 11.6 11.6

2.87 1991 4.4 12.7 12.5 1.7 1.8 29.6 29.6 29.1 29.1 14.3 14.3

3.15 2190 4.9 14.0 15.2 2.1 2.1 32.5 32.6 32.0 32.1 17.3 17.3

3.44 2389 5.3 15.3 18.1 2.5 2.5 35.8 35.8 35.3 35.3 20.5 20.5

3.73 2588 5.8 16.5 21.2 2.9 2.9 39.4 39.4 38.9 38.9 24.1 24.1

4.01 2787 6.2 17.8 24.6 3.4 3.3 43.2 43.2 42.7 42.7 28.0 27.9

4.30 2986 6.7 19.1 28.2 3.9 3.7 47.4 47.3 46.9 46.8 32.1 32.0 Table 6: Estimated Capacity
Firm Capacity: 1.79 mgd
Total Capacity: 2.8 mgd
Tear & Wear factor: 10%
Firm Capacity: 1.61 mgd
Total Capacity: 2.52 mgd
Friction Headloss (ft) Total Dynamic Head (ft)
Flow Velocity (ft/s) Minor
Headloss (ft)
DarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliamsDarcyWeisbach HazenWilliams Firm TDH Total TDH Other (use as-needed)

15.29 14.79
Total Pump Curve
Input Cell
Calculation Cell
Output Cell
Pump #1 & #2 Firm Pump Curve
10 15
20 25
30 35
40 45
50 55
60 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 Head - ft
Flow - mgd
De La Cruz Lift Station Capacity Analysis
Firm TDH
Firm Pump Curve
Total TDH
Total Pump Curve
0 5
10 15
20 25
30 35
40 45
50 55
60 65
70 75
80 85
90 95
100
105
0 200 400 600 800 1000 1200 1400 1600
Head (ft)
Flow (gpd)
Pump Model: Flygt NP
3127 LT3~ Adaptive…
Primavera Pump Station Capacity Analysis
Cell Legend
(and try to add as much explanatory text as you can)
(do not overwrite the formulas!)
(this is your results - i.e., firm & total capacity)
Table 1: Basic Information
FM length (feet) 68 Source; Sanitary Sewer Pump Station Evaluation, Schaaf & Wheeler, 2010.

FM diameter (inches) 16 1 discharge line
FM area (ft2) 1.40 Calculated
Material C.I. Cast Iron
Approx Year Built unknown
number of pumps 6 Source: Lift Station Level Summary, received from City on 2/23/2015 wet well floor elevation -22.00 Source: Dwg 9518, Sheet 57, 1988 approx discharge elevation -0.35 Source: Dwg 9518, Sheet 57, 1988 f 0.02 Default value for Darcy-Weisbach
C 120 Default value for Hazen-Williams
K - force main 1.02 Calculated
K - allowance for minor losses 20
Table 2: Pump Settings
Source: data provided by City on PS Info Sheet/Questionnaire On On Level Lift Off Off Level Lift
9 -13.00 12.65 4.8 -17.20 16.85

9.3 -12.70 12.35 4.8 -17.20 16.85

9.7 -12.30 11.95 5.2 -16.80 16.45

9.8 -12.20 11.85 5.2 -16.80 16.45

9.9 -12.10 11.75 5.3 -16.70 16.35

10.2 -11.80 11.45 7.5 -14.50 14.15
Table 3: Pump Curves
Sources: Pump curves provided by City
Pump Model: Flygt NP 3127 MT 3~ Adaptive 438 Pump Serial Number: 3127.090-1260005 Table 4: Operation Scenarios HEAD (ft) Flow (gpm) Flow (mgd) HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd) 15 1210 1.74 15 6050 8.71 7260 10.45
20 1090 1.57 20 5450 7.85 6540 9.42
25 980 1.41 25 4900 7.06 5880 8.47
30 860 1.24 30 4300 6.19 5160 7.43
35 735 1.06 35 3675 5.29 4410 6.35
40 615 0.89 40 3075 4.43 3690 5.31
45 500 0.72 45 2500 3.60 3000 4.32
50 380 0.55 50 1900 2.74 2280 3.28
55 260 0.37 55 1300 1.87 1560 2.25
58 190 0.27 58 950 1.37 1140 1.64
60 145 0.21 60 725 1.04 870 1.25
65 60 0.09 65 300 0.43 360 0.52
69 0 0.00 69 0 0.00 0 0.00
Table 5: Total Dynamic Head (TDH) Calculations
Scenario:

Lift:
mgd gpm cfs

0.00 0 0.0 0.0 0.0 0.0 0.0 12.7 12.7 11.5 11.5 0.0 0.0

0.70 486 1.1 0.8 0.2 0.0 0.0 12.8 12.9 11.6 11.7 0.2 0.2

1.40 972 2.2 1.6 0.7 0.0 0.0 13.4 13.4 12.2 12.2 0.8 0.8

2.10 1458 3.2 2.3 1.7 0.1 0.1 14.4 14.4 13.2 13.2 1.8 1.8

2.80 1944 4.3 3.1 3.0 0.2 0.2 15.8 15.8 14.6 14.6 3.1 3.2

3.50 2431 5.4 3.9 4.7 0.2 0.3 17.6 17.6 16.4 16.4 4.9 4.9

4.20 2917 6.5 4.7 6.7 0.3 0.4 19.7 19.7 18.5 18.5 7.1 7.1

4.90 3403 7.6 5.4 9.2 0.5 0.5 22.3 22.3 21.1 21.1 9.6 9.7

5.60 3889 8.7 6.2 12.0 0.6 0.6 25.2 25.2 24.0 24.0 12.6 12.6

6.30 4375 9.7 7.0 15.2 0.8 0.8 28.6 28.6 27.4 27.4 15.9 15.9

7.00 4861 10.8 7.8 18.7 1.0 0.9 32.3 32.3 31.1 31.1 19.7 19.6

7.70 5347 11.9 8.5 22.6 1.2 1.1 36.4 36.4 35.2 35.2 23.8 23.8

8.40 5833 13.0 9.3 26.9 1.4 1.3 41.0 40.9 39.8 39.7 28.3 28.3

9.10 6319 14.1 10.1 31.6 1.6 1.5 45.9 45.8 44.7 44.6 33.2 33.1

9.80 6806 15.2 10.9 36.7 1.9 1.8 51.2 51.1 50.0 49.9 38.5 38.4

10.50 7292 16.2 11.6 42.1 2.1 2.0 56.9 56.7 55.7 55.5 44.2 44.1 Table 6: Estimated Capacity
Firm Capacity: 6.35 mgd
Total Capacity: 7.1 mgd
Tear & Wear factor: 10%
Firm Capacity: 5.72 mgd
Total Capacity: 6.39 mgd
Total Pump Curve
Input Cell
Calculation Cell
Output Cell
Pump #1
Pump #2
Pump #3
Pump #4
Pump #5
Pump #6
Pump #1-#6 Firm Pump Curve
Pump #1 only (Firm) All On (High Level) Other (use as-needed)

12.65 11.45
Flow Velocity (ft/s) Minor
Headloss (ft)
DarcyWeisbach HazenWilliamsHazenWilliamsDarcyWeisbach HazenWilliams Friction Headloss (ft) Total Dynamic Head (ft)
DarcyWeisbach HazenWilliamsDarcyWeisbach
0 10
20 30
40 50
60 70
80 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0
Head - ft
Flow - mgd
Primavera Pump Station Capacity Analysis
Total Pump Curve
Firm Pump Curve
Pump #1 only (Firm)
All On (High Level)
0 10
20 30
40 50
60 70
80 0.0 0.5 1.0 1.5 2.0
Head (ft)
Flow (mgd)
Pump Model: Flygt NP 3127 MT 3~…
Levis Stadium Pump Station Capacity Analysis
Cell Legend
(and try to add as much explanatory text as you can)
(do not overwrite the formulas!)
(this is your results - i.e., firm & total capacity)
Table 1: Basic Information
FM length (feet) 220 Source: As-Built Drawings
FM diameter (inches) 10 Note: Two 6-inch and four 8-inch turn into 10 inch FM.

FM area (ft2) 0.55 Calculated
Material N/A
Approx Year Built 2014 Approx. pump age: 1 year (source: pump station survey) number of pumps 6 Source: Lift Station Level Summary, received from City on 2/23/2015 wet well floor elevation -16.63 Source: Dwg M101, Sheet 11, 2013 approx discharge elevation -2 Source: Dwg C-102, Sheet 5, 2012 f 0.02 Default value for Darcy-Weisbach
C 120 Default value for Hazen-Williams
K - force main 5.28 Calculated
K - allowance for minor losses 20
Table 2: Pump Settings
Source: data provided by City on PS Info Sheet/Questionnaire On On Level Lift Off Off Level Lift

11.75 -12.9 10.9 11.25 -15.4 13.4

12.75 -11.9 9.9 12.25 -12.4 10.4

8.55 -8.1 6.1 8.05 -10.6 8.6

9.55 -7.1 5.1 9.05 -9.3 7.3

10.55 -6.1 4.1 10.05 -8.3 6.3

11.55 -5.6 3.6 11.1 -7.6 5.6
Table 3: Pump Curves
Sources: Pump curves provided by City
Lower Flow Higher Flow
HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd)
0 5
10 1470 2.12
15 760 1.09 1300 1.87
20 670 0.96 1105 1.59
25 575 0.83 910 1.31
30 480 0.69 740 1.07
35 390 0.56 590 0.85
40 300 0.43 345 0.50
45 210 0.30 130 0.19
50 130 0.19 20 0.03
55 45 0.06
60 65
70 75
80 85
90 95
100
Table 4: Operation Scenarios
HEAD (ft) Flow (gpm) Flow (mgd) Flow (gpm) Flow (mgd)
0 5
10 15 6,720 9.68
20 4,655 6.70 5,760 8.29
25 3,880 5.59 4,790 6.90
30 3,180 4.58 3,920 5.64
35 2,550 3.67 3,140 4.52
40 1,635 2.35 1,980 2.85
45 810 1.17 940 1.35
50 320 0.46 340 0.49
55 90 0.13 90 0.13
60 65
70 75
80 Table 5: Total Dynamic Head (TDH) Calculations
Scenario:

Lift:
mgd gpm cfs
0 0 0.0 0.0 0.0 0.0 0.0 4.1 4.1 3.6 3.6 0.0 0.0
5 3472 7.7 14.2 62.5 16.5 16.1 83.1 82.7 82.7 82.2 79.1 78.6 10 6944 15.5 28.4 250.2 66.0 58.0 320.3 312.3 319.8 311.8 316.2 308.2 15 10417 23.2 42.6 562.9 148.6 123.0 715.6 689.9 715.1 689.5 711.5 685.9 20 13889 30.9 56.8 1000.7 264.2 209.5 1269.0 1214.3 1268.5 1213.8 1264.9 1210.2 25 17361 38.7 71.0 1563.6 412.8 316.7 1980.4 1884.4 1980.0 1883.9 1976.4 1880.3 30 20833 46.4 85.1 2251.6 594.4 443.9 2850.0 2699.6 2849.6 2699.1 2846.0 2695.5 35 24306 54.2 99.3 3064.6 809.1 590.6 3877.7 3659.3 3877.3 3658.8 3873.7 3655.2 40 27778 61.9 113.5 4002.8 1056.7 756.3 5063.6 4763.1 5063.1 4762.7 5059.5 4759.1 45 31250 69.6 127.7 5066.0 1337.4 940.7 6407.5 6010.7 6407.0 6010.3 6403.4 6006.6 50 34722 77.4 141.9 6254.3 1651.1 1143.3 7909.5 7401.7 7909.1 7401.3 7905.4 7397.6 55 38194 85.1 156.1 7567.7 1997.9 1364.1 9569.7 8935.8 9569.2 8935.4 9565.6 8931.8 60 41667 92.8 170.3 9006.2 2377.6 1602.6 11387.9 10612.9 11387.5 10612.4 11383.8 10608.8 65 45139 100.6 184.5 10569.8 2790.4 1858.6 13364.3 12432.5 13363.8 12432.1 13360.2 12428.4 75 48611 108.3 198.7 12258.4 3236.2 2132.1 15498.7 14394.6 15498.3 14394.1 15494.7 14390.5 70 52083 116.0 212.9 14072.2 3715.1 2422.7 17791.3 16498.9 17790.9 16498.5 17787.2 16494.9 Table 6: Estimated Capacity
Firm Capacity: 2.84 mgd
(manual input base on info from the graph. This
is the total pump capacity with the largest pump
out of service)
Total Capacity: 2.98 mgd (manual input base on info from the graph) Tear & Wear factor: 10% (per recommendations from Dennis G) Firm Capacity: 2.56 mgd
Total Capacity: 2.68 mgd
Pump #3-#6
HazenWilliamsDarcyWeisbach HazenWilliams
Friction Headloss (ft) Total Dynamic Head (ft)
DarcyWeisbach HazenWilliamsDarcyWeisbach

4.1 3.6
Flow Velocity (ft/s) Minor
Headloss (ft)
DarcyWeisbach HazenWilliams
Pump #1-#5 On All Pumps On
Pump #1-5 (Firm) All On (High Level)
Pump #4
Pump #5
Pump #6
Pump #1-#2
Input Cell
Calculation Cell
Output Cell
Pump #1
Pump #2
Pump #3
35 36
37 38
39 40
41 42

2.70 2.75 2.80 2.85 2.90 2.95 3.00 3.05 3.10 3.15 3.20
Head - ft
Flow - mgd
Levis Stadium Pump Station Capacity Analysis
All Pumps On
Pump #1-#5 On
Pump #1-5 (Firm)
All On (High Level)
0 10
20 30
40 50
60 70
80 90

0.0 2.0 4.0 6.0 8.0 10.0 12.0
Head (ft)
Flow (gpm)
Pump #1-#5 On
All Pumps On
0 5
10 15
20 25
30 35
40 45
50 55
60 0.0 0.5 1.0 1.5 2.0 2.5
Head (ft)
Flow (mgd)
City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX D: FIELD-COLLECTED SURVEY INFORMATION DATA SHEETS

City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX E: CALIBRATION RESULTS

Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

1.210 4.456 20.361

1.509 4.082 20.343
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

2.491 6.695 33.003

2.482 5.853 31.993
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

1.016 4.583 20.466

0.850 3.894 18.244
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.003 0.237 0.181

0.003 0.037 0.085
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.957 5.296 20.493

1.247 4.301 21.735
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1

0.0 5.0

10.0 15.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

1.092 4.457 19.238

1.676 5.034 25.837
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.229 1.922 7.675

0.290 1.280 5.781
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.873 2.026 10.240

0.864 1.875 10.578
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.904 3.377 15.707

1.535 4.856 24.662
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S72-20.1

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.321 1.108 4.553

0.261 0.973 4.560
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.336 1.363 5.402

0.376 1.279 6.198
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.363 1.229 5.803

0.380 1.299 6.286
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.122 4.539 14.702

0.496 3.237 14.336
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.079 1.135 2.874

0.165 0.693 3.216
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.068 0.395 1.615

0.081 0.406 1.709
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.566 2.420 10.213

0.555 1.966 9.440
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1

0.0 1.0

2.0 3.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.254 1.188 5.406

0.632 1.101 6.417
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.385 2.276 8.249

0.440 1.336 6.799
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.955 3.733 18.569

1.098 3.862 19.445
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1

0.0 2.0

4.0 6.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.022 1.058 2.906

0.009 1.037 3.464
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.200 1.598 6.243

0.158 1.667 6.646
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.300 1.382 5.769

0.294 1.340 6.078
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.046 1.054 3.386

0.265 0.939 4.607
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.725 4.699 16.699

0.928 3.757 18.065
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.653 1.739 8.697

0.555 1.646 8.531
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.209 1.050 3.846

0.224 0.811 3.832
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.010 0.044 0.151

0.006 0.032 0.141
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1

0.00 0.10

0.20 0.30

0.40 0.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.014 0.167 0.542

0.019 0.096 0.421
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.012 0.471 1.385

0.030 0.450 1.589
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.018 0.090 0.305

0.036 0.072 0.380
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1

0.000

0.050

0.100

0.150
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022
Flow
Min (MGD)
Observed
...ation (Homestead Blockage) DWF
Max (MGD) Volume (US Mgal)

0.146 0.524 1.961

0.162 0.285 1.599
Observed / Predicted Report Produced by shubli (11/7/2023 5:33:08 PM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>Existing_DWF_2022.12.17_7d_WithBlock...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/19/2022 12/21/2022 12/23/2022

Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

1.565 6.760 27.798

1.509 4.083 20.338
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

1.622 6.578 28.333

2.363 6.345 33.008
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

1.168 4.748 20.854

0.780 4.654 19.551
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

0.000 0.116 0.125

0.003 0.037 0.085
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

1.422 6.144 27.553

1.638 6.131 28.906
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 5.0

10.0 15.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

1.058 4.493 18.522

1.253 4.485 20.993
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

0.243 1.742 6.178

0.315 1.280 5.774
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.010 0.040 0.000

0.811 2.598 12.782

0.864 1.915 10.581
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.389 3.968 13.993

1.048 4.093 18.629
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S62-48.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.365 1.198 5.546

0.291 0.973 4.553
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.459 1.547 7.290

0.413 1.280 6.190
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.516 1.835 8.168

0.418 1.300 6.278
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.904 5.704 24.523

0.954 4.945 21.504
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.187 0.840 3.691

0.181 0.693 3.212
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.176 0.708 3.273

0.089 0.406 1.711
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.564 2.132 9.871

0.572 1.966 9.424
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.163 0.757 2.925

0.639 1.126 6.419
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.363 1.793 7.940

0.450 1.336 6.796
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.503 2.559 11.445

0.782 3.218 14.555
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.333 2.916 12.509

0.342 2.544 10.374
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.415 3.422 15.707

0.535 3.196 13.548
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.203 1.310 5.264

0.335 1.340 6.068
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.113 0.998 3.870

0.281 0.939 4.601
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

1.364 5.533 25.234
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.020 0.040 0.000

0.000 0.000 0.000

0.555 1.729 8.523
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.249 0.811 3.826
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.007 0.032 0.141
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.10

0.20 0.30

0.40 0.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.022 0.096 0.420
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.036 0.576 1.915
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.036 0.073 0.381
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.000

0.050

0.100

0.150
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015
Rainfall
Depth (in)
Rain
Observed
...4d_10232023>DWF
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

0.000 0.000 0.000

0.000 0.000 0.000

0.168 0.285 1.598
Observed / Predicted Report Produced by shubli (11/14/2023 6:18:49 PM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Dry Weather>2023.10.07 SAH DWF MODS (WORKING)>2015_DWF_2015.01.17_14d_10232023>...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
1/17/2015 1/19/2015 1/21/2015 1/23/2015

City of Santa Clara
Sanitary Sewer Master Plan Update
Site Locations for Additional Dry Weather Flow Monitoring Overflow to
Bowers Trunk
Normal flows to
Calabazas Trunk
Homestead /
Lawrence gates
Not proposed,
2014/15 program
FM 33
FM 34
FM 30
FM 9A
3334 (FM 32) 1.62 mgd 2.80 mgd 1.23 mgd 1.95 mgd 2.08 mgd Dry 0.52 mgd0.02 mgd ADWF (Dec 2023) ADWF (Dec 2022) 2.24 mgd 0.04 mgd 2.65 mgd 0.42 mgd 0.89 mgd 2.10 mgd ADWF (Jan 2015) 2.00 mgd 3.50 mgd 1.64 mgd 1.79 mgd 2.24 mgd ADWF (Model) 2.17 mgd 0.05 mgd 3.40 mgd 0.54 mgd 2.30 mgd 1.84 mgd 1.42 mgd

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0

4.5 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 9 (S72-17, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

1.0 2.0

3.0 4.0

5.0 6.0
Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 13 (S53-54, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0
Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 19 (S21-18, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 20 (S21-47, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 4.0
Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 21 (S23-6, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.00 5.0

0.01 0.02

0.03 0.04

0.05 0.06

0.07 0.08

0.09 0.10
Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 30 (72-33, 15-in)
Flow 2022-23 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

0.0 5.0

0.1 0.2

0.3 0.4

0.5 0.6

0.7 0.8

0.9 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 33 (S32-47, 15-in)
Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr)
Saturday Sunday Monday Tuesday Wednesday Thursday Friday

Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

1.210 8.665 223.590

1.509 7.594 225.159
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

2.099 9.967 301.286

2.407 8.766 295.289
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

1.016 7.391 219.358

0.799 7.906 184.787
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

0.003 1.254 4.199

0.003 0.440 2.251
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.742 8.959 222.725

1.239 7.776 214.979
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 5.0

10.0 15.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

1.092 4.844 161.024

1.676 7.903 232.228
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

0.229 2.269 66.613

0.290 1.804 53.713
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

0.785 3.123 99.151

0.864 2.765 98.422
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.904 3.852 130.258

1.535 7.588 220.094
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S72-20.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.293 3.408 66.545

0.261 3.281 69.344
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.299 4.937 91.451

0.376 4.572 100.543
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.000 1.229 10.854

0.380 5.281 106.907
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.039 8.561 156.493

0.496 5.745 130.152
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.072 1.143 24.509

0.165 1.046 28.116
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.068 0.842 17.364

0.081 0.947 20.260
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.459 2.773 98.978

0.555 3.028 99.594
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.210 1.675 51.663

0.632 1.619 59.316
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.385 2.531 82.942

0.440 2.704 73.747
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.899 5.983 166.563

1.039 5.938 175.023
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.022 1.939 30.414

0.009 2.260 35.967
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.199 2.901 57.470

0.158 3.295 62.917
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.249 1.954 48.806

0.294 2.067 51.449
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.043 1.224 31.114

0.265 1.494 42.122
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.701 8.304 207.686

0.928 7.143 182.287
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.540 6.661 130.153

0.555 6.470 144.336
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.200 1.698 38.187

0.224 1.702 41.875
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.009 0.465 4.696

0.006 0.464 5.989
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.10

0.20 0.30

0.40 0.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.009 1.357 21.009

0.019 0.877 18.369
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.010 1.155 16.332

0.030 1.052 16.361
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.016 0.135 3.157

0.036 0.112 3.179
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.000

0.050

0.100

0.150
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.138 1.227 33.687

0.162 1.283 31.984
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023

Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

1.726 7.950 144.336

1.525 8.628 119.999
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

1.605 8.363 135.825

2.362 9.269 164.340
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

1.179 9.236 108.117

0.782 8.445 103.228
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

0.007 0.856 2.021

0.003 0.819 1.125
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

1.319 10.323 135.549

1.658 9.423 148.110
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 5.0

10.0 15.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

1.026 6.367 88.800

1.234 6.879 102.203
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

0.266 1.740 29.016

0.315 2.354 29.534
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

0.840 4.800 76.804

0.877 3.064 53.414
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.388 6.343 70.300

1.034 6.151 90.221
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S62-48.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.423 2.798 33.900

0.292 3.444 33.611
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.558 4.760 49.282

0.415 4.679 48.633
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.660 4.744 55.973

0.420 5.417 51.478
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.709 7.220 110.750

0.932 7.651 103.773
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.176 1.116 16.638

0.181 1.082 15.366
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.045 1.444 22.418

0.089 0.836 10.376
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.283 2.337 37.855

0.586 2.963 52.355
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.203 1.480 15.720

0.639 1.581 32.173
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.236 3.126 30.382

0.450 2.489 38.534
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.564 4.003 56.266

0.772 4.835 70.665
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.335 3.327 52.396

0.334 4.053 51.122
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.511 4.598 72.002

0.535 5.069 65.968
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.239 1.805 26.012

0.335 2.125 28.494
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.107 1.328 13.863

0.281 1.463 22.889
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

1.379 8.556 130.203
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.000 0.000 0.000

0.620 6.569 69.782
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.249 1.729 21.528
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.007 0.563 2.735
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.20

0.40 0.60
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.022 0.878 8.229
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.000 0.000 0.000

0.036 1.175 9.810
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.036 0.179 1.780
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.000

0.050

0.100

0.150

0.200
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.168 1.001 15.500
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX F: SIPHON LINING ASSUMPTIONS
Appendix A: City of Santa Clara Sanitary Sewer Siphons and Lining Assumptions USNODE USNODE_FLAG SUFFIX DSNODE DSNODE_FLAG ASSETID ASSETID_FLAG MATERIAL MATERIAL_FLAG FUTURE LINING? WIDTH_EXISTING WIDTH_FLAG_EXISTING WIDTH_LINED WIDTH_FLAG_LINED 2024 CCTV_Structural Quick Rating S103-19 SPH2 1 S103-16 103-00008 SPH2 VCP GIS Yes 24 RD 22.808 RN S103-19 SPH2 2 S103-16 103-00049 SPH2 VCP GIS Yes 12 RD 11.406 RN S103-20 SPH3 1 S103-18 103-00007 SPH3 VCP GIS No 17.3 RE24 17.3 RE24 S103-20 SPH3 2 S103-18 103-00047 SPH3 VCP GIS No 23.2 RE24 23.2 RE24 S103-20 SPH3 3 S103-18 103-00048 SPH3 VCP GIS No 22.4 RE24 22.4 RE24 S14-61 SPH1 1 S14-62 14-00027 GIS VCP GIS Yes 8 RD 7.406 RN 4132 S14-65 SPH1 1 S15-62 15-00061 GIS CIP RN Yes 8 RN 7.406 RN 4331 S20-16(2) SPH1 2 S20-17(2) 20-00032 GIS PE GIS No 13.49 RN 13.49 RN S20-26D1 SPH2 1 S20-26D3 20-00059 GIS PE GIS No 20.23 RN 20.23 RN S20-26D2 SPH2 2 S20-26D4 20-00058 GIS PE GIS No 20.23 RN 20.23 RN S22-64 SPH1 2 S22-102 22-00114 GIS CIP RN Yes 8 RN 7.406 RN S23-15 SPH2 1 S23-14 23-00023 GIS VCP GIS Yes 8 RN 7.406 RN S23-15 SPH2 2 S23-14 23-00094 GIS VCP GIS Yes 12 MU 11.406 RN S31-24 SPH1 1 S31-25 31-00029 SPH1 DIP RN Yes 24 MU 22.808 RN S32-2 SPH2 1 S32-102 32-00118 GIS PVC RN No 10 RD 10 RD 0000 S32-2 SPH2 2 S32-102 32-00120 GIS PVC RN No 8 RN 8 RN 0000 S33-9 SPH1 1 S33-10 33-00059 SPH1 CIP RN Yes 8 MU 7.406 RN S42-30 SPH1 2 S42-31 42-00051 GIS CIP RN Yes 6 M2 5.406 RN S46-114 SPH2 1 S46-115 SPH2 46-00132 GIS HDPE RD No 5.35 RN 5.35 RN 0000 S46-114W SPH2 1 S46-115 SPH2 HDPE RD No 5.35 RN 5.35 RN 0000 S52-116 SPH2 1 S52-119 52-00146 GIS HDPE RN No 10.29 RN 10.29 RN S52-116 SPH2 2 S52-119 52-00147 GIS HDPE RN No 10.29 RN 10.29 RN S52-123 SPH2 1 S52-124 52-00136 GIS HDPE RN No 6.96 RN 6.96 RN 2700 S52-123 SPH2 2 S52-124 52-00137 GIS HDPE RN No 6.96 RN 6.96 RN 2700 S52-3 SPH1 1 S52-5 (SiphonOutlet) 52-00028 GIS VCP GIS Yes 8 GIS 7.406 RN S54-79 SPH2 1 S54-78 54-00044 SPH2 VCP GIS Yes 10 MU 9.406 RN 4231 S54-79 SPH2 2 S54-78 54-00094 SPH2 VCP GIS Yes 10 MU 9.406 RN 4231 S54-94 SPH2 1 S54-95 54-00092 GIS HDPE RN No 15.17 RN 15.17 RN S54-94 SPH2 2 S54-95 54-00093 GIS HDPE RN No 15.17 RN 15.17 RN S55-51 SPH2 2 S55-52 55-00056 GIS HDPE RN No 17.5 RN 17.5 RN 2B00 S55-51 SPH2 1 S55-52 55-00055 GIS HDPE RN No 17.5 RN 17.5 RN 2B00 S56-58 SPH2 2 S56-59 56-00062 GIS HDPE RN No 17.51 RN 17.51 RN 2500 S56-58 SPH2 1 S56-59 56-00061 GIS HDPE RN No 17.51 RN 17.51 RN 2500 S62-7D SPH2 2 S62-12 62-00063 GIS VCP GIS Yes 8 GIS 7.406 RN S62-7D! SPH2 1 S62-12 62-00027 GIS VCP GIS Yes 10 GIS 9.406 RN S62-9 SPH1 1 S62-11 RD 62-00025 GIS DIP RN Yes 16 RD 15.108 RN S64-34 SPH2 2 S64-36 64-00045 GIS VCP GIS Yes 15 RD 14.108 RN 2900 S64-34 SPH2 1 S64-36 64-00015 SPH1 VCP GIS Yes 8 RD 7.406 RN 2900 S67-21 SPH2 1 S67-29 SPH2 67-00015 SPH2 DIP RD No 23.17 RN 23.17 RN 3600 S67-21 SPH2 2 S67-29 SPH2 67-00035 SPH2 DIP RD No 23.17 RN 23.17 RN 3600 S68-10 SPH2 1 D_S68-7 68-00002 GIS VCP GIS No 23.3 GIS 23.3 GIS S68-10 SPH2 2 S68-7 68-00025 GIS VCP GIS No 14.4 GIS 14.4 GIS S68-15 SPH1 1 S68-12 68-00012 SPH1 VCP GIS No 23.6 RD 23.6 RD 3C00 S68-15 SPH1 2 S68-16 68-00013 SPH1 VCP GIS No 23.5 RD 23.5 RD 3C00 S68-9 SPH2 1 D_S68-6 68-00018 GIS VCP GIS No 23.3 GIS 23.3 GIS S68-9 SPH2 2 S68-6 68-00026 GIS VCP GIS No 14.5 GIS 14.5 GIS S72-12 SPH2 1 S72-11 72-00018 SPH2 CIP GIS Yes 20 RD 19.008 RN S72-12 SPH2 2 S72-11 72-00051 SPH2 CIP GIS Yes 20 SV 19.008 RN S85-86 SPH1 1 S85-85 85-00068 GIS HDPE RN No 15.17 RN 15.17 RN 0000 S93-50 SPH2 1 S93-48 93-00014 GIS VCP GIS Yes 12 RD 11.406 RN 3124 S93-50 SPH2 2 S93-48 93-00070 GIS VCP GIS Yes 24 RD 22.808 RN 3124 Appendix A: City of Santa Clara Sanitary Sewer Siphons and Lining Assumptions USNODE USNODE_FLAG SUFFIX DSNODE DSNODE_FLAG ASSETID ASSETID_FLAG MATERIAL MATERIAL_FLAG FUTURE LINING? WIDTH_EXISTING WIDTH_FLAG_EXISTING WIDTH_LINED WIDTH_FLAG_LINED 2024 CCTV_Structural Quick Rating S93-51 SPH3 1 S93-49 SPH3 93-00061 GIS RCP RE24 No 22.8 RE24 22.8 RE24 S93-51 SPH3 2 S93-49 SPH3 93-00069 GIS VCP GIS No 16.8 RE24 16.8 RE24 S93-51 SPH3 3 S93-49 SPH3 93-00071 GIS RCP RE24 No 22.8 RE24 22.8 RE24 S95-45 SPH3 1 S95-44 95-00067 GIS VCP GIS No 17 RE24 17 RE24 3C22 S95-45 SPH3 2 S95-44 95-00150 GIS VCP GIS No 14.3 RE24 14.3 RE24 3C22 S95-45 SPH3 3 S95-44 95-00151 GIS VCP GIS No 17 RE24 17 RE24 3C22 S96-14 SPH2 1 S96-13 96-00014 SPH2 HDPE RN No 12.3 RN 12.3 RN 2300 S96-14 SPH2 2 S96-13 96-00090 SPH2 HDPE RN No 8.68 RN 8.68 RN 2300 FLAG Description Legend for "2024 CCTV_Structural Quick Rating" SPH1 Single barrel siphon.

SPH2 Twin barrel siphon.

SPH3 Triple barrel siphon.

GIS Data originated from City's GIS (2023).

RN Refer to note.

RD Data originated from record drawing.

RE24 Data originated from Condition Assessment Repairs [CIPP Liners] (data sent by Craig).

MU Data originated from original Mike Urban model.

SV Data was surveyed.

M2 Data originated from 2007 Mike Urban model.

City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX G: SEWER CAPACITY CIP PROJECT COST ESTIMATES, MAPS,

AND PROFILES
Appendix G: Sewer Capacity CIP Cost Estimates, Maps, and Profiles Capital Improvement Project Summary Table Total Cost by Priority Category Project
No.1 Project ID Project Location
Pre-Project Pipe
Diameter(s)2 Project Description Priority3
Flow
Confidence
Level4
Loads Trigger
5 Design Flow
Trigger
5 Physical
Network
Trigger
5 Project Cost
6 Priority
# of
Projects
Estimated
Capital Cost
%
1 Agilent Tracy Dr, Pomeroy Ave, Homestead Rd (S Trunk), Kiely Blvd 10 to 22.8-inch 12313 LF of 15 to 27-inch diameter pipe 7 N/A LTFL (entitlement) DWF UMN $26,942,000 1 2 $ 7,417,000 7% 2 Homestead Road N Homestead Trunk from Swallow Wy to Saratoga Creek 18 to 30-inch 6407 LF of 24 to 33-inch diameter pipe 3 3 LTFL WWF UMN $17,156,000 2 1 $ 8,731,000 9% 3 Kiely Boulevard Orthello Wy to S of El Sobrante St 8-inch 266 LF of 10-inch diameter pipe 6 4 LTFL WWF UMN $513,000 3 3 $ 42,452,000 42% 4 Victoria Avenue Fowler Ave & Pomeroy Ave to Nobili Ave & Victoria Ave 8-inch 764 LF of 10-inch diameter pipe 6 3 LTFL WWF UMN $1,337,000 4 2 $ 9,049,000 9% 5 Cabrillo Avenue Halford Ave & Buckley St; St. Lawrence Dr, W of Lawrence Expwy 8-inch Flow Diversion Weirs only. No pipe 1 3 EL WWF UMN $154,000 5 1 $ 3,830,000 4% 6 CMC Basin Santa Maria Ave & Francis Ave; Amethyst Dr 8 to 12-inch 3655 LF of 12 to 15-inch diameter pipe 1 1 & 2 EL WWF UMN $7,263,000 6 2 $ 1,850,000 2% 7 Bowers Avenue Bowers Ave from Chromite Dr to Walsh Ave 25.7-inch 2605 LF of 30-inch diameter pipe 4 5 LTFL WWF LMN $8,047,000 7 2 $ 27,243,000 27% 8 Calabazas Trunk Calabazas Creek from S of Agate Dr to Central Expwy 22.8 to 27-inch 2791 LF of 18 to 27-inch diameter pipe 2 5 EL WWF LMN $8,731,000 Total 13 $ 100,572,000 9 Freedom Circle Mission College Blvd from Freedom Cir to west of Great America Pkwy 12 to 15-inch 1886 LF of 15-inch diameter pipe 5 N/A LTFL (specific development)
DWF UMN $3,830,000
12 GAP West Trunk S of West Tasman Dr to Lafayette St 28.5 to 35.7-inch 4810 LF of 36 to 42-inch diameter pipe 3 2 LTFL WWF UMN $17,781,000
13 GAP East Trunk Old Glory Ln to S of Bunker Hill Ln; Stars and Stripes Dr 31.4-inch 231 LF of 39-inch diameter pipe 4 2 LTFL WWF LMN $1,002,000
14 Bunker Hill Lane East E of Great America Pkwy 6-inch 107 LF of 8-inch diameter pipe
7 N/A LTFL (entitlement) WWF UMN $301,000
15 Lafayette Street N of Calle del Mundo to S of Great America Wy 34.2 to 40.3-inch 2290 LF of 42 to 48-inch diameter pipe 3 2 LTFL WWF UMN $7,515,000
CIP Total: $100,572,000
2 Pre-project pipe diameters include future lining assumptions. 3 Projects are prioritized based on wastewater flow, design flow, and physical network triggers as well as assumed structural condition. 4 Rating assigned to validate the need for the project through review of flow monitoring data and reported surcharging and operational issues, and compatibility between flow meter data and the model. Descriptions of the flow confidence levels are as follows: N/A = Not assigned because project would be triggered by entitlement flow or specific development; 1 = Flow meter on or very near to the project reach surcharged during metered storm; 2 = Flow meter on or very near to the project reach confirms flow, but did not surcharge during metered storm; 3 = Flow meter near the project reach (upstream or downstream) confirms flow; 4 = No flow meter near the project reach to confirm flow; 5 = Conflicting flow between meter and model. 5 EL = Existing Loads; LTFL = Long-Term Future Loads; DWF = Dry Weather Flow; WWF = Wet Weather Flow; UMN = Unlined Model Network; LMN = Lined Model Network. 6 Costs are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area and are Class 5 estimates (planning level). 1 Projects are numbered from upstream to downstream. Table does not include Project Nos. 10 (Patrick Henry Drive) and 11 (Mission Point) because project costs will be paid for by the developers.

Project 1: Agilent
Project No. ……………………………………………………………………………………………………………………………………………… 1 Project ID ……………………………………………………………………………………………………………………………………………… Agilent Project Location ……………………………………………………………………………………………………………………………………………… Tracy Dr, Pomeroy Ave, Homestead Rd (S Trunk), Kiely Blvd Description ……………………………………………………………………………………………………………………………………………… 12313 LF of 15 to 27-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 7 Flow Confidence Level……………………………………………………………………………………………………………………………………………… N/A Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Dry Weather Flow (DWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $26,942,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S10-79 S10-80 10 15 305 0.16 11 0.56 1.66 1.46 1.49 3.06 $804 $804 $ 244,898 S10-80 S11-83 10 15 264 0.31 9 0.78 2.31 1.46 1.49 3.55 $804 $804 $ 212,497 S11-83 S11-76 10 15 337 0.47 9 0.97 2.85 1.46 1.49 3.45 $804 $804 $ 270,787 S11-76 S11-77 10 15 93 0.51 10 1.01 2.97 1.46 1.49 3.52 $804 $804 $ 74,450 S11-77 S11-78 10 15 164 0.44 9 0.94 2.77 1.46 1.49 3.85 $804 PTGAB 30.00 $1,922 $ 314,514 S11-78 S11-80 10 15 319 0.48 7 0.98 2.88 1.47 1.49 3.80 $804 PTGAB 30.00 $1,922 $ 612,687 S11-80 S11-81 10 15 316 0.55 7 1.05 3.08 1.47 1.49 3.85 $804 $804 $ 253,903 S11-81 S11-70 10 15 283 0.87 8 1.32 3.89 1.47 1.49 4.51 $804 $804 $ 227,532 S11-70 S11-67 10 15 311 1.21 8 1.56 4.59 1.47 1.50 4.15 $804 $804 $ 249,883 S11-67 S11-60 10 15 325 0.70 8 1.18 3.49 1.48 1.51 3.08 $804 $804 $ 261,139 S11-60 S11-50 10 15 319 0.31 8 0.79 2.34 1.48 1.51 3.44 $804 $804 $ 256,315 S11-50 S11-41 10 15 346 0.42 8 0.92 2.70 1.48 1.51 3.87 $804 $804 $ 278,104 S11-41 S11-42 10 15 260 0.27 9 0.73 2.17 1.53 1.59 3.91 $804 $804 $ 209,281 S11-42 S11-30 10 15 257 0.50 9 1.00 2.96 1.53 1.59 3.10 $804 $804 $ 206,950 S11-30 S11-29 10 15 65 0.48 8 0.98 2.88 1.53 1.59 3.91 $804 $804 $ 52,421 S11-29 S11-19 10 15 142 0.64 9 1.13 3.34 1.53 1.59 3.48 $804 $804 $ 114,168 S11-19 S11-10 10 15 405 1.00 9 1.41 4.16 1.54 1.60 4.80 $804 $804 $ 325,700 S11-10 S22-93 10 15 414 1.09 10 1.48 4.35 1.54 1.60 4.81 $804 $804 $ 332,534 S22-93 S22-80 10 15 372 0.51 11 1.01 2.97 1.62 1.69 3.82 $804 $804 $ 299,249 S22-80 S22-74 10 15 284 0.52 10 1.02 3.02 1.62 1.69 2.71 $804 $804 $ 227,934 S22-74 S22-69 10 15 269 0.21 10 0.65 1.92 1.62 1.70 3.42 $804 $804 $ 216,115 S22-55 S22-53 15 15 9 0.95 11 8.92 4.07 2.20 2.28 5.14 $804 $804 $ 7,075 S22-53 S22-56 10 15 159 0.95 11 1.93 4.07 2.20 2.28 4.37 $804 $804 $ 127,595 S22-56 S22-57 10 15 195 0.62 11 1.12 3.30 2.20 2.28 4.41 $804 $804 $ 157,102 S22-57 S22-58 10 15 278 0.64 11 1.13 3.33 2.20 2.28 4.02 $804 $804 $ 223,190 S22-58 S22-59 10 15 89 0.55 11 1.05 3.10 2.21 2.29 3.74 $804 $804 $ 71,556 S22-59 S22-60 10 15 332 0.42 10 0.92 2.71 2.21 2.29 3.33 $804 $804 $ 266,526 S22-60 S22-61 10 15 79 0.16 10 0.57 1.69 2.22 2.31 4.48 $804 $804 $ 63,757 S22-61 S22-62 10 15 339 0.47 9 0.97 2.85 2.22 2.31 3.91 $804 $804 $ 272,315 S22-62 S22-63 10 15 205 0.47 9 0.97 2.86 2.22 2.31 3.86 $804 $804 $ 164,820 S22-63 S22-64 10 15 168 0.45 9 0.95 2.79 2.23 2.32 4.47 $804 $804 $ 135,152 S22-52 S23-21 20 24 96 0.68 15 7.36 12.03 7.62 7.83 5.16 $1,039 $1,039 $ 99,744 S23-21 S23-18 20 24 223 0.45 15 6.02 9.84 7.62 7.83 5.40 $1,039 $1,039 $ 231,801 S23-18 S23-19 20 24 289 0.52 15 6.42 10.50 7.62 7.83 5.77 $1,039 $1,039 $ 300,375 S23-19 S23-12 20 24 154 0.68 15 7.36 12.03 7.62 7.83 5.38 $1,039 $1,039 $ 159,590 S23-12 S23-13 20 24 221 0.49 15 6.25 10.22 7.63 7.85 5.78 $1,039 $1,039 $ 229,619 S23-13 S23-14 20 24 307 0.63 15 7.07 11.56 7.63 7.85 4.93 $1,039 $1,039 $ 319,181 S23-14 S23-6 23 27 322 0.33 15 7.36 11.55 8.40 8.95 4.40 $1,089 $1,089 $ 350,222 S23-6 S23-88 23 27 290 0.25 15 6.44 10.09 8.43 9.00 4.90 $1,089 $1,089 $ 316,028 S23-88 S23-4 23 27 84 0.25 15 6.43 10.09 8.48 9.04 5.64 $1,089 $1,089 $ 91,040 S23-4 S23-1 23 27 371 0.51 15 9.09 14.25 8.56 9.14 5.76 $1,089 $1,089 $ 404,019 S23-1 S33-79 23 27 305 0.62 14 10.02 15.71 8.56 9.14 5.66 $1,089 $1,089 $ 332,363 S33-79 S33-75 23 27 511 0.51 14 9.07 14.23 8.67 9.26 5.46 $1,089 $1,089 $ 556,370 S33-75 S33-63 23 27 507 0.45 14 8.54 13.39 8.67 9.26 5.04 $1,089 $1,089 $ 552,341 S33-63 S33-50 23 27 359 0.40 14 8.12 12.73 9.12 9.85 5.42 $1,089 $1,089 $ 390,624 S33-50 S33-41 23 27 289 0.42 14 8.30 13.01 9.12 9.85 5.76 $1,089 $1,089 $ 314,394 S33-41 S33-33 23 27 286 0.52 14 9.21 14.44 9.12 9.85 4.98 $1,089 $1,089 $ 311,890 Total Baseline Pipe Construction Cost $ 10,762,552
Total Trenchless Installation Cost $ 927,201
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure (1) $ 45,000 Lateral Reconnection Cost (Approx. 130) $ 65,000
Modify Existing Manholes Cost (Approx. 22) $ 385,000
Baseline Construction Cost: $ 12,184,753
Dewatering $ 415,215
Bypass Pumping $ 1,168,975
Remove & Replace Factor $ 584,488
Traffic Control (10%) $ 1,168,975
Pavement Restoration (T-trench) $ 267,617
Subtotal: $ 15,790,023
Mobilization/Demobilization (5% of subtotal) $ 789,501.14 Estimated Construction Cost Subtotal: $ 16,579,524
Contingencies (30% of construction subtotal) 4,973,857.21 $ Estimated Construction Cost: $ 21,553,381
Engineering and Inspection (25% of construction cost) $ 5,388,345 Estimated Capital Improvement Cost: $ 26,942,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project also includes installation of a weir at manhole S22-55 to divert the influent flows from Homestead Rd (S Trunk) and Pomeroy Ave sewers to Homestead Rd (S Trunk). (iv) Deficiency would be caused by Agilent Technologies historic entitlement flow (0.95 mgd). Project should be implemented before parcel begins to discharge its entitled flow. (vi)
(i) Pipes are listed in order from upstream to downstream. (v)
Ortega /
Raynor
Calabazas Creek
Bing Dr
Inverness Way
F
l
ora Vista
Ave
Benton St
Q
u
a
i
l Av
e
H
a
lford Av
e
T
e
a
l
D
r
Dunford Way
Bryant Way
Lochinvar Ave
Ra
m
o
n DrLillick Dr
Thu
n
d
e
r
b
ird
A
v
e
Nav
arr
o Dr
H
ampton Dr Mead
o
w
l
a
r
k
L
n
Pe
acock Ave
Vireo
Ave
W
ren Ave
Leighton Way
Lorne Way
E Homestead Rd
L
awr
e
nce Exp
y
Raynor Park
Marian A
Peterson Middle
School
Kaiser
Permanente
Santa Clara
Medical Center
280
Pruneridge Ave
Mauricia Ave
Giannini
Dr
H
arv ard
Av
e
La He
r
r
an
Dr
L
owe
ll
D
r
N
Tan
tau A
v
e
H ubbard Ave
Lawre
n
c
e Expy
Southwest
G4
Benton St
Quince Ave
Granada Ave
Pomeroy A
v
e
Bu
chanan D
r
Brookdale Dr
Alpine Ave
Live Oak
D
r
Kaiser Dr
Barcells Ave
El Sobrante St
Wh
ite Dr
Pep
per Tr
e
e Ln
L
o
y
ola Dr
Orthello Way
Humbolt Ave
Toledo Ave
Miles Dr
Homestead Rd
Central Park
Earl J
Carmichael Park
Magnolia
Science
Academy Santa
Clara
Pomeroy
Elementary
School
Stratford Middle
School
West Central
Woodh
ams
Rd
Forbes Ave
Mauricia Ave
Tracy
Dr
Barto
St
Cronin Dr
Rodonovan Dr
Rebeiro Ave
Taft Ave
Brian Ln
Banc
roft
St
Allen Way
Atherton Dr
Estella Dr
Muir Ave
K
i
e
l
y Blvd
Eisenhower
Elementary
School
Millikin
Elementary
Sutter
Elementary
School
Harrison St
Benton St
Anna Dr
Los
Olivos
Dr
Los P
a
d
res
Blvd
Catherine S
Enright Ave
Las Pa
l
m
a
s Dr
Serra Ave
B
loc
k Dr
M
aryan
n Dr
Black
f
ield Dr
Patricia Dr
Robin
Dr
Clara
Vista
Ave
Malari
Har
n Ave
t Ave
San
Miguel
Ave
Homestead Rd
Saratoga
Ave
Sa
n
Tomas
Expy
Sa
n
Tom
as
Expy
S
a
n
Tomas Expy
Henry Schmidt
Park
Wilson
Alternativ
East Central
N Cypress A
v
e
Forest Ave
Los Padres Blvd
Har
old A
v
e
Ta
noak Dr
Sutter Ave
Saratoga Ave
San Tomas
Expy
Pruneridge Golf
Club
Southeast
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!( !( !( !(
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Weir Height:
3 in
(10 in)
15 in
(22.8 in)
27 in
(20 in)
24 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(22.8 in)
27 in
S23-4
S23-1
S33-75
S33-63
S33-41
S33-33
S23-88
S23-21
S23-19
S23-18
S23-14
S23-13
S22-93
S22-80
S22-74
S22-69
S22-57 S22-59 S22-61 S22-55
S11-83
S11-78 S11-81
S11-70
S11-67
S11-60
S11-50
S11-41
S11-30
S11-19
S11-10
S10-77 S10-78 S10-79
Legend
±
Figure Exported: 7/17/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.13 0.25 0.5
Miles
Project 1
Agilent
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
Proposed Weir
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Trenchless crossing of
Lawrence Expressway
Construction along creek
(no traffic control)
Project 1: Agilent
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 1: Agilent
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Upsizing Weir
Project 2: Homestead Road
Project No. ……………………………………………………………………………………………………………………………………………… 2 Project ID ……………………………………………………………………………………………………………………………………………… Homestead Road Project Location ……………………………………………………………………………………………………………………………………………… N Homestead Trunk from Swallow Wy to Saratoga Creek Description ……………………………………………………………………………………………………………………………………………… 6407 LF of 24 to 33-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 3 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $17,156,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S20-9 S20-13 26 30 111 0.40 12 11.06 16.79 11.65 11.65 5.91 $1,139 $1,139 $ 126,315 S20-13 S20-37 26 30 49 0.40 12 11.07 16.79 11.65 11.65 6.14 $1,139 $1,139 $ 55,469 S20-37 S20-15 26 30 409 0.58 13 13.25 20.10 11.69 11.72 6.48 $1,139 $1,139 $ 465,851 S20-15 S20-26 27 30 33 0.51 14 -23.81 18.96 11.69 11.72 6.03 $1,139 16.00 $1,139 $ 37,815 S20-18 S20-19 30 33 22 0.23 16 12.56 16.20 11.96 11.99 4.17 $1,189 16.00 $1,189 $ 26,515 S20-19 S20-12 29 33 25 0.20 19 10.35 15.29 11.96 11.99 4.10 $1,219 16.00 $1,219 $ 30,475 S20-12 S20-21 29 33 386 0.20 19 10.41 15.37 11.96 11.99 3.72 $1,219 $1,219 $ 470,412 S20-21 S20-23 29 33 473 0.08 14 6.65 9.82 11.96 11.99 5.28 $1,189 $1,189 $ 562,040 S20-23 S20-10 29 33 45 0.11 13 7.71 11.39 11.96 11.99 5.99 $1,189 $1,189 $ 53,505 00_Gate_2 S21-43 29 33 372 0.30 13 12.58 18.59 5.74 5.75 4.61 $1,189 PTGAB 42.00 $2,531 $ 941,840 S21-43 S21-44 18 24 291 0.65 13 5.49 11.82 5.77 5.79 5.74 $1,039 $1,039 $ 302,765 S21-44 S21-45 18 24 399 0.69 14 5.65 12.17 5.79 5.81 5.87 $1,039 $1,039 $ 414,873 S21-45 S21-46 18 24 315 0.73 15 5.80 12.49 5.80 5.82 5.79 $1,039 $1,039 $ 327,701 S21-46 S21-47 18 24 113 0.67 16 5.55 11.95 5.80 5.82 5.80 $1,039 $1,039 $ 117,511 S21-47 S21-48 18 24 427 0.68 16 5.58 12.01 5.80 5.82 5.49 $1,039 $1,039 $ 443,861 S21-48 S21-9 18 24 189 0.59 15 5.19 11.19 5.80 5.82 5.37 $1,039 $1,039 $ 196,059 S21-9 S22-45 18 24 237 0.55 15 5.05 10.86 5.81 5.84 5.40 $1,039 $1,039 $ 246,035 S22-45 S22-46 18 24 312 0.73 16 5.79 12.47 5.82 5.84 5.66 $1,039 $1,039 $ 323,649 S22-46 S22-47 18 24 337 0.63 16 5.38 11.59 5.82 5.85 5.67 $1,039 $1,039 $ 350,039 S22-47 S22-48 18 24 31 0.66 15 5.51 11.87 5.82 5.85 5.78 $1,039 $1,039 $ 31,897 S22-48 S22-49 18 24 315 0.69 15 5.62 12.10 5.92 5.95 5.85 $1,039 $1,039 $ 327,701 S22-49 S22-50 18 24 367 0.68 15 5.58 12.02 5.92 5.95 5.77 $1,039 $1,039 $ 380,897 S22-50 S22-51 18 24 361 0.65 15 5.48 11.80 5.92 5.96 5.73 $1,039 $1,039 $ 375,495 S22-51 S22-52 20 24 469 0.64 16 7.17 11.72 5.92 5.96 4.37 $1,039 $1,039 $ 487,187 S22-52 S23-21 20 24 96 0.68 15 7.36 12.03 7.62 7.83 5.16 $1,039 $1,039 $ 99,744 S23-21 S23-18 20 24 223 0.45 15 6.02 9.84 7.62 7.83 5.40 $1,039 $1,039 $ 231,801 Total Baseline Pipe Construction Cost $ 6,485,611
Total Trenchless Installation Cost $ 941,840
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure (1) $ 45,000 Lateral Reconnection Cost (Approx. 21) $ 10,500
Modify Existing Manholes Cost (Approx. 26) $ 455,000
Baseline Construction Cost: $ 7,937,951
Dewatering $ 103,446
Bypass Pumping $ 742,745
Remove & Replace Factor $ 371,373
Traffic Control (10%) $ 742,745
Pavement Restoration (T-trench) $ 156,576
Subtotal: $ 10,054,836
Mobilization/Demobilization (5% of subtotal) $ 502,741.80 Estimated Construction Cost Subtotal: $ 10,557,578
Contingencies (30% of construction subtotal) 3,167,273.35 $ Estimated Construction Cost: $ 13,724,851
Engineering and Inspection (25% of construction cost) $ 3,431,213 Estimated Capital Improvement Cost: $ 17,156,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project also includes installation of a weir at manhole S20-16 to divert as much flow as possible to maximize capacity within upsized Homestead Rd (S Trunk). See Agilent project. (iv) Project would not include improvements to siphon between manholes S20-26 and S20-18. Per City records, siphon is unlined and made of polyethylene (internal diameter 20.2-inch).

Loch
inv
a
r Ave
Calabazas
Creek
Bing Dr
Brookdale Dr
Lochinvar Ave
Burb
ank Dr
Golden State Dr
Be
nton
S
t
Butcher Dr
Vireo
Ave
Wr
e
n
A
v
e
Kensington Ave
Sw
allow
D
r
Lorne Way
Homestead Rd
Homestead Rd
Lawren
c
e Ex
p
y
Lawrence Ex
p
y
Laurelwood
Elementary
School
Kaiser
Permanente
Santa Clara
Medical Center
Tulane
Dr
Qu
ince Av
e
Pomer
o
y
Lochinvar Ave
Ave
Brookdale Dr
Princeton Way
Rid
ge Rd
Pe
rre
i
ra
Dr
Cu
rtis Ave
P
epper
T
r
e
e
L
n
Live
Oak Dr
Miles Dr
Alexander Ave
Yale L
n
Ryan Ave
Homestead Rd
Homeridge Park
Stratford Middle
School
Pomeroy Ave
Forbes Ave
Fla
nnery St
Kenyon Dr
Cambridge Dr
Via Siena P
Apo
llo
P
l
Kaiser D
Miles Dr
Stevenson St
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(20 in)
24 in
(18 in)
(25.7 in) 24 in
30 in
(18 in)
24 in
(18 in)
24 in
(28.5 in)
33 in (18 in)
24 in
(18 in)
24 in
S21-9
S20-9
S22-45 S22-46 S22-48 S22-49 S22-50 S22-51 S22-52 S21-45 S21-46 S21-48 S21-43 S21-44 S20-37
S20-26 S20-19 S20-21 S20-23
S20-18 S20-15 S20-16
S20-13
S20-10
Weir Height:
6 in
Legend
±
Figure Exported: 7/17/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 2
Homestead Rd
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
Proposed Weir
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Trenchless crossing of
Lawrence Expressway
Project 2: Homestead Rd
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 2: Homestead Rd
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing Upsizing
Project 3: Kiely Boulevard
Project No. ……………………………………………………………………………………………………………………………………………… 3 Project ID ……………………………………………………………………………………………………………………………………………… Kiely Boulevard Project Location ……………………………………………………………………………………………………………………………………………… Orthello Wy to S of El Sobrante St Description ……………………………………………………………………………………………………………………………………………… 266 LF of 10-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 6 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 4 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $513,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S33-42 S33-35 8 10 266 0.32 8 0.44 0.80 0.31 0.36 2.63 $704 $704 $ 187,053 Total Baseline Pipe Construction Cost $ 187,053
Total Trenchless Installation Cost $ -
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure $ - Lateral Reconnection Cost (Approx. 6) $ 3,000
Modify Existing Manholes Cost (Approx. 2) $ 35,000
Baseline Construction Cost: $ 225,053
Dewatering $ 23,913
Bypass Pumping $ 18,705
Remove & Replace Factor $ 9,353
Traffic Control (10%) $ 18,705
Pavement Restoration (T-trench) $ 5,021
Subtotal: $ 300,750
Mobilization/Demobilization (5% of subtotal) $ 15,037.51 Estimated Construction Cost Subtotal: $ 315,788
Contingencies (30% of construction subtotal) $ 94,736.34 Estimated Construction Cost: $ 410,524
Engineering and Inspection(25% ofconstruction cost) $ 102,631 Estimated Capital Improvement Cost: $ 513,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii)
(iv)
A
l
p
ine
Ave
El Sobrante St
Fresno St
Orthello Way
Humbolt Ave
El Sobrante St
Fresno St
Crow
ley Av
e
Kiely Blvd
Crow
ley Av
e
Orthello Way
Humbolt Ave
Wallace St
Morton Ave
Kiely Blvd
Hampton Brook W
Phillips Ave
Wallace St Ph
i
llips Ct
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& !(
!(
(8 in)
10 in
S33-42
S33-35
Legend
±
Figure Exported: 7/17/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 3
Kiely Blvd
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 3: Kiely Blvd
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 3: Kiely Blvd
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 4: Victoria Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 4 Project ID ……………………………………………………………………………………………………………………………………………… Victoria Avenue Project Location ……………………………………………………………………………………………………………………………………………… Fowler Ave & Pomeroy Ave to Nobili Ave & Victoria Ave Description ……………………………………………………………………………………………………………………………………………… 764 LF of 10-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 6 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $1,337,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S42-48 S42-47 8 10 253 0.36 8 0.48 0.84 0.31 0.38 2.13 $704 $704 $ 178,042 S42-47 S42-46 8 10 261 0.36 11 0.66 0.84 0.32 0.40 2.11 $704 $704 $ 183,814 S42-46 S42-113 N/A 10 250 0.36 12 N/A 0.85 0.33 0.43 2.21 $704 $704 $ 176,211 Total Baseline Pipe Construction Cost $ 538,067
Total Trenchless Installation Cost $ -
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure $ - Lateral Reconnection Cost (Approx. 14) $ 7,000
Modify Existing Manholes Cost (Approx. 4) $ 70,000
Baseline Construction Cost: $ 615,067
Dewatering $ 46,026
Bypass Pumping $ 36,186
Remove & Replace Factor $ 18,093
Traffic Control (10%) $ 53,807
Pavement Restoration (T-trench) $ 14,444
Subtotal: $ 783,622
Mobilization/Demobilization (5% of subtotal) $ 39,181.12 Estimated Construction Cost Subtotal: $ 822,803
Contingencies (30% of construction subtotal) $ 246,841.03 Estimated Construction Cost: $ 1,069,644
Engineering and Inspection(25% ofconstruction cost) $ 267,411 Estimated Capital Improvement Cost: $ 1,337,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project would also would include abandonment 255 LF of existing 8-inch sewer between Fowler Avenue and Victoria Avenue (from manhole S42-48 to S42-36), which crosses through an easement underneath single-family residential parcels
(iv) Two pipe segments between manholes S42-113 and S41-53 would have sufficient capacity and therefore were not included in the proposed project. However, considering these pipe segments are located between the proposed project and the recently upsized section downstream of manhole S41-53, the City may wish to consider expanding the project to include these pipes during preliminary design.

Bella Vista Ave
Flora Vista Ave
Saint Lawrence Dr
Victoria Ave
Fowler Ave
Flora Vista Ave
Laguna Ct
San
Marcos
Way
V
i
c
t
o
r
ia Ave
Fow
ler Ave
Nobili Ave
Briarwood
Elementary
School
Nobili Ave
Victoria Ave
Fowler Ave
Emig Ct
Jone
s Ave
Jones Ave
Calabazas
Creek
Townsend
Ave
Calabazas
Blvd
s
Blvd
Cabrillo Ave
Colfax Ct
Ca
lab
aza
s Creek
Pom
er
oy Ave
C
a
labazas B
l
v
d
Fowler Ave
James Ct
Towns
e
nd Ave
Merced Ct
Dallas Ct
C
a
laba
z
as B
l
v
d Ca
l
abazas B
lvd
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!(
!(
!(
!(
!(
!(
(8 in)
10 in
New Pipe
10 in
(8 in)
10 in
S42-35
S42-36
S42-48
S42-47
S42-46
S42-113
Legend
±
Figure Exported: 8/29/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 4
Victoria Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Modeled Sewers Included in the Project
& Other Modeled Sewers
Pipe to be Abandoned
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 4: Victoria Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
and Resloping
New Piping in Nobili
Ave, between Fowler
and Victoria Ave
Project 4: Victoria Ave
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 4: Victoria Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 5 Project ID ……………………………………………………………………………………………………………………………………………… Cabrillo Avenue Project Location ……………………………………………………………………………………………………………………………………………… Halford Ave & Buckley St; St. Lawrence Dr, W of Lawrence Expwy Description ……………………………………………………………………………………………………………………………………………… Flow Diversion Weirs only. No pipe replacement.

Priority ……………………………………………………………………………………………………………………………………………… 1 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Existing Loads (EL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $154,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR. (ii)
Alternatives ……………………………………………………………………………………………………………………………………………… Upsize existing 8-inch pipes to 12-inch along Cabrillo Avenue from manhole S41-13 to S41-20.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
$0 $ -
Total Baseline Pipe Construction Cost $ -
Total Trenchless Installation Cost $ -
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure (2) $ 90,000 Lateral Reconnection Cost (Approx. 0) $ -
Modify Existing Manholes Cost (Approx. 0) $ -
Baseline Construction Cost: $ 90,000
Dewatering $ -
Bypass Pumping $ -
Remove & Replace Factor $ -
Traffic Control (N/A) $ -
Pavement Restoration $ -
Subtotal: $ 90,000
Mobilization/Demobilization (5% of subtotal) $ 4,500.00 Estimated Construction Cost Subtotal: $ 94,500
Contingencies (30% of construction subtotal) $ 28,350.00 Estimated Construction Cost: $ 122,850
Engineering and Inspection(25% ofconstruction cost) $ 30,713 Estimated Capital Improvement Cost: $ 154,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project would include installation of two weirs at manholes S40-16 and S41-38 to divert flow away from capacity deficient sewers along Cabrillo Ave and maximize use of available capacity within existing adjacent sewers. Weirs would be installed at the intersection of Halford Ave and Buckley St and Lawrence Expwy and Saint Lawrence Dr. (iv) Two pipe segments between manholes S42-113 and S41-53 would have sufficient capacity and therefore were not included in the proposed project. However, considering these pipe segments are located between the proposed project and the recently upsized section downstream of manhole S41-53, the City may wish to consider expanding the project to include these pipes during preliminary design.

Miramar Way
T
a
m
a
r
a
c
k
L
Ha
lford Ave
Halford
Ave
He
l
e
n
Ave
Tamarack Ln
Halford Ave
Saint Lawrence Dr
Law
rence Rd
Briarwoo
d
D
r
Lawrence Exp
Lawrence Exp
Saint Lawrence
Elementary
School
Fl
o
r
a
V
i
s
ta
Ave
Sunnydays Ln
Lawrence R
d
Bri
arwood Dr
Law
renc
e E
xp
y
La
wren
ce Expy
New Valley
Continuation
High
Santa Barbara Ave
Bella Vista
Saint Lawrence Dr
Flora
Vista Ave
S
a
n
Ma
rcos
Way
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Ex Diam = 10in
Ex Diam = 8in
Ex Diam = 10in
S41-62
S41-59
S41-58
S41-57
S41-47
S41-38
S40-18
S40-17 S40-16
S41-108
Weir Height:
6 in
Weir Height:
6 in
Legend
±
Figure Exported: 10/20/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 5
Cabrillo Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
Proposed Weir
!( Manholes Within the Project Area
Pipes within the Project Area (not Part of the Project) & Other Modeled Sewers
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 5: Cabrillo Ave
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Weir Weir
Project 5: Cabrillo Ave
Project Solution Profile View 1 of 2 (Sewers Along Cabrillo Avenue) Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Ave
Project Solution Profile View 2 of 2 (Sewers Downstream of Proposed Diversions) Model Run Scenario: Wet Weather, Long-Term Future Load, and Lined Model Network Project 6: CMC Basin
Project No. ……………………………………………………………………………………………………………………………………………… 6 Project ID ……………………………………………………………………………………………………………………………………………… CMC Basin Project Location ……………………………………………………………………………………………………………………………………………… Santa Maria Ave & Francis Ave; Amethyst Dr Description ……………………………………………………………………………………………………………………………………………… 3655 LF of 12 to 15-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 1 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 1 & 2 Loads Trigger ……………………………………………………………………………………………………………………………………………… Existing Loads (EL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $7,263,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… Eliminate significant sources of excessive I/I. However, model runs show that the rainfall dependent I/I would need to be reduced by at least 50-60% to eliminate the capacity deficiency.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S52-104 S52-105 8 15 252 0.38 9 0.48 2.57 0.09 0.44 1.30 $804 $804 $ 202,447 S52-105 S52-95 8 15 260 0.42 9 0.50 2.69 0.10 0.57 1.30 $804 $804 $ 208,638 S52-95 S52-96 8 15 257 0.35 9 0.46 2.46 0.11 0.68 1.25 $804 $804 $ 206,628 S52-96 S52-88 8 15 256 0.33 9 0.45 2.38 0.13 0.95 0.74 $804 $804 $ 205,422 S52-88 S53-74 8 15 257 0.53 10 0.57 3.03 0.15 1.10 0.56 $804 $804 $ 206,708 S53-74 S52-80 12 15 252 0.75 11 1.99 3.61 0.19 1.57 2.23 $804 $804 $ 202,206 S43-14 S53-98 8 12 251 0.35 8 0.46 1.36 0.04 0.55 1.00 $754 $754 $ 189,556 S53-98 S53-93 8 12 254 0.35 8 0.46 1.36 0.05 0.61 0.97 $754 $754 $ 191,214 S53-93 S53-85 8 12 261 0.31 8 0.43 1.28 0.06 0.70 1.43 $754 $754 $ 196,643 S53-85 S53-77 8 12 169 0.37 8 0.47 1.39 0.06 0.76 1.45 $754 $754 $ 127,652 S53-77 S53-69 8 12 300 0.33 9 0.45 1.32 0.06 0.80 1.22 $754 $754 $ 225,898 S53-69 S53-60 8 12 304 0.37 8 0.47 1.39 0.07 0.84 1.21 $754 $754 $ 229,291 S53-60 S53-47 8 12 308 0.32 8 0.44 1.30 0.07 0.88 1.05 $754 $754 $ 232,157 S53-47 S53-46 8 12 137 0.35 7 0.46 1.36 0.10 1.14 1.72 $754 $754 $ 103,223 S53-46 S53-103 8 12 139 0.35 7 0.46 1.36 0.10 1.14 1.72 $754 $754 $ 104,655 Total Baseline Pipe Construction Cost $ 2,832,339
Total Trenchless Installation Cost $ -
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure $ - Lateral Reconnection Cost (Approx. 69) $ 34,500
Modify Existing Manholes Cost (Approx. 16) $ 280,000
Baseline Construction Cost: $ 3,146,839
Dewatering $ 328,932
Bypass Pumping $ 283,234
Remove & Replace Factor $ 141,617
Traffic Control (10%) $ 283,234
Pavement Restoration (T-trench) $ 72,880
Subtotal: $ 4,256,736
Mobilization/Demobilization (5% of subtotal) $ 212,836.82 Estimated Construction Cost Subtotal: $ 4,469,573
Contingencies (30% of construction subtotal) 1,340,871.96 $ Estimated Construction Cost: $ 5,810,445
Engineering and Inspection (25% of construction cost) $ 1,452,611 Estimated Capital Improvement Cost: $ 7,263,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) It is recommended that the City conduct infiltration and inflow (I/I) investigations prior to project implementation to attempt to pinpoint and eliminate significant sources of excessive I/I within the CMC Basin, if possible.
(iv) Model runs show that the proposed upsizing project would be needed to meet the City's depth to diameter (d/D) ratio criteria. However, it would not meet the City's velocity design criteria under PDWF (i.e., minimum of 2 feet per second) within the upsized 12-inch pipe segments between manholes S43-14 and S53-103 on Amethyst Dr and within the upsized 15-inch pipe segments between manholes S52-104 and S53-74 on Santa Maria Ave.

Ca
l
abazas
B
l
vd
Calabazas
Blvd
orth Central
Calabazas
Creek
Calabazas
Blvd
San Juan Ave
Machado Ave
Santa Maria Ave
Santa Cruz Ave
San Rafael Ave
Ventura
Pl
Monroe
St
Adrian Wilcox
High
Santa Cruz Ave
Chromite Dr
Borax Dr
Amethyst Dr
Francis
Ave
B
r
o
w
n
Ave
Augusta
Pl
Bruce Ct
Kearney Ave
Addison Pl
Bow
e
rs A
ve
Monroe St
Brown Ave
San
Rafael Ave
Bonnie Dr
D
und
e
e D
r
Steb
b
i
ns A
v
e
Bow
e
rs Av
e
Clark Ave
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(8 in)
15 in
(8 in)
12 in
(12 in)
15 in
(8 in)
12 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
(8 in)
12 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
(8 in)
15 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
S53-98
S53-93
S53-85
S53-77
S53-74
S53-69
S53-60
S53-47
S53-46
S52-96
S52-95
S52-88
S52-80
S43-14
S53-103
S52-105
S52-104
Legend
±
Figure Exported: 7/16/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 6
CMC Basin
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 6: CMC Basin - Santa Maria Avenue
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 6: CMC Basin - Santa Maria Avenue
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 6: CMC Basin - Amethyst Drive
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 6: CMC Basin - Amethyst Drive
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 7: Bowers Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 7 Project ID ……………………………………………………………………………………………………………………………………………… Bowers Avenue Project Location ……………………………………………………………………………………………………………………………………………… Bowers Ave from Chromite Dr to Walsh Ave Description ……………………………………………………………………………………………………………………………………………… 2605 LF of 30-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 4 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 5 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Lined Model Network (LMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $8,047,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S53-34 S53-22 26 30 197 0.38 14 10.71 16.24 10.68 11.68 5.95 $1,139 $1,139 $ 224,611 S53-22 S53-21 26 30 80 0.65 15 14.09 21.38 10.68 11.68 5.63 $1,139 $1,139 $ 91,120 S53-21 S53-111 26 30 501 0.41 15 11.16 16.93 10.68 11.68 5.24 $1,139 $1,139 $ 570,753 S53-111 S53-7 26 30 231 0.41 15 11.16 16.93 10.68 11.68 5.95 $1,139 $1,139 $ 263,109 S53-7 S63-36 26 30 269 0.45 16 11.72 17.78 10.69 11.70 5.06 $1,169 PTGAB 42.00 $2,511 $ 676,001 S63-36 S63-35 26 30 102 0.26 17 8.84 13.42 10.69 11.70 5.95 $1,169 $1,169 $ 118,654 S63-35 S63-33 26 30 366 0.53 16 12.69 19.26 10.69 11.70 4.92 $1,139 $1,139 $ 416,532 S63-33 S63-32 26 30 48 0.31 16 9.79 14.86 11.03 12.38 5.35 $1,139 $1,139 $ 54,444 S63-32 S63-27 26 30 158 0.39 17 10.87 16.50 11.03 12.38 5.83 $1,169 $1,169 $ 184,118 S63-27 S63-26 26 30 253 0.46 18 11.84 17.97 11.04 12.39 6.02 $1,169 $1,169 $ 295,173 S63-26 S63-20 26 30 401 0.55 18 12.91 19.59 11.04 12.36 4.45 $1,169 $1,169 $ 468,886 Total Baseline Pipe Construction Cost $ 2,687,399
Total Trenchless Installation Cost $ 676,001
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure $ - Lateral Reconnection Cost (Approx. 3) $ 1,500
Modify Existing Manholes Cost (Approx. 12) $ 210,000
Baseline Construction Cost: $ 3,574,900
Dewatering $ 234,414
Bypass Pumping $ 336,340
Remove & Replace Factor $ 168,170
Traffic Control (10%) $ 336,340
Pavement Restoration (T-trench) $ 66,196
Subtotal: $ 4,716,360
Mobilization/Demobilization (5% of subtotal) $ 235,817.98 Estimated Construction Cost Subtotal: $ 4,952,178
Contingencies (30% of construction subtotal) 1,485,653.28 $ Estimated Construction Cost: $ 6,437,831
Engineering and Inspection (25% of construction cost) $ 1,609,458 Estimated Capital Improvement Cost: $ 8,047,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project would be required due to assumed future lining of Bowers Ave trunk sewer. (iv) Downstream-most pipe segment included in the proposed project (from manhole S63-26 to S63-20) would exceed the City’s 0.75 maximum d/D design criterion under PWWF; however, the pipe was not upsized because the resulting d/D ratio was still less than 1 and the City preferred to keep diameters consistent rather than upsize one isolated pipe segment just to meet the d/D design criterion.

E Arques Ave
L
a
R
amb
l
a
A
v
e
Cop
per R
d
Agate Dr
Monroe St
E Arques Ave
Oakmead Pk
w
y
Scott Blvd
Kifer Rd
Co
r
v
in D
r
P
ancoa
st P
l
Urani
um D
r
Central Expy
Mon
tice
llo Way
Amethyst Dr
Cast
e
l
l
o Way
Vincent Dr
Agate Dr
Agate Dr
Borax Dr
Marc
hes
e Wa
y
Crystal Dr
G
lade Dr
Monroe St
Rainbow Child
Development
Center
Scott Blvd
Co
ronad
Montgom
e
r
Coronado Dr
Coronado D
r
W
a
l
s
h
Ave
Mead Ave
Northwestern Pk
w
y
Kifer Rd Condensa St Bowers
Ave
Central Expy
Chromite Dr
South Dr
Agate Dr
Moraine Dr
Bracher Park
Bracher
Elementary
School
Duane Ave
Olcott
S
t
Scott Blvd
San
Tomas
Expy
S
a
n
To
mas
A
q
u
ino Creek
O
lc
o
t
t St
Scott Blvd
S
t
e
n
d
e
r Way
San Tomas
Exp
y
Lawson
L
n
Central Expy
G4
Walsh Ave
Walsh Ave
South 101
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& & &
&
&
& &
&
&
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&
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&
&
&
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&
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&
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&
!(
!(
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!(
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(25.7 in)
30 in
(25.7 in)
30 in
(25.7 in)
30 in
(25.7 in)
30 in
S53-7
S63-36
S63-35
S63-27
S63-26
S63-20
S53-34
S53-22
S53-21
S53-111
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.05 0.1 0.2
Miles
Project 7
Bowers Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
!( Manholes
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2